For EXPANSION OF CAMPHOR AND ITS DERIVATIVES€¦ · EXPANSION OF CAMPHOR AND ITS DERIVATIVES By M/s KANCHI KARPOORAM LIMITED At Sy. No. 669, 672, 670/2, 676/1 &674/1 ... if any and

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APPLICATION FOR ENVIRONMENTAL CLEARANCE

FORM-I

ForEXPANSION OF CAMPHOR AND ITS

DERIVATIVES

ByM/s KANCHI KARPOORAM LIMITED

AtSy. No. 669, 672, 670/2, 676/1 &674/1

VILLAGE: ENADURTEHSIL: KANCHEEPURAM

DISTRICT: KANCHEEPURAMSTATE: TAMILNADU

Report PreparedBy

HUBERT ENVIRO CARE SYSTEMS (P) LTD, CHENNAI(NABET Accredited vide Certificate No. NABET/EIA/1619/RA0083) &

(MoEF Recognized Lab vide F. No. Q-15018/29/2012-CPW)

May 2018

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FORM -1

(I) Basic Information:

S.No. Item Details1 Name of the project/s: Enhancement of Camphor Production and its Derivatives2 S. No. in the schedule 5(f) - Synthetic Organic Chemicals and Industry3. Proposedcapacity/area/length/tonnageto behandled/command area/leasearea/number ofWells to be drilled.

Product details:

S. No UnitsExistingCapacity

(MT/Month)

ProposedExpansion(MT/Month)

After Expansion(MT/Month)

I. Product1 Camphor 110 220 330

Sub Total 110 220 330II. By Products

1 Terpeneolene/Dipentene 49.6 198.4 2482 Rosin Oil 5.05 4.95 103 Spent Caustic lye 36.11 0 36.114 Sodium Acetate Tri Hydrate 115.5 234.5 350

5Sodium Acetate asliquor/Alternate to Solid trihydrate)

193 0 193

6 Gum Rosin 295.62 0 295.627 Camphor Oil 2 0 2

Sub Total 696.88 437.85 1134.73III. Intermediates

1 Turpentine oil(TurpentineKATEL) 98.475 - 98.475

2 Camphene 110 220 3303 Iso Bornyl Acetate 170 340 5104 Esters 15 0 155 Maleics 15 0 156 Phenolics 20 0 207 Rosin Size 100 0 1008 Other Rosin Derivatives 20 0 209 Terpenic Oil 20 0 2010 Pine Oil (Terpenol) 40 60 10011 Longifoluences 10 0 1012 Double Distilled Turpentine 10 20 3013 Pine Tar 15 30 4514 Pine Pitch 6.5 13.5 2015 Iso Bornyl Crude 110 220 330

Sub Total 759.975 903.5 1663.475Grand Total (I+II+III) 1566.855 1561.35 3128.205

Land Details:Total Project Area: 6.95 Acres(Land ownership documents enclosed as Annexure-I)Proposed Construction area:No additional construction is envisaged due to proposed project.

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Total Area break up:S.No Description Existing Proposed After Expansion

Acres Sq. m % Acres Sq. m %

1

Built up Areaa)Factoryshed 1.64 6610.83

30.8 Nil

1.64 6610.83

30.8b)Parking 0.01 53.28 0.01 53.28

c)Roads 0.49 1989.21 0.49 1989.21

Sub Total(a+b+c) 2.14 8653.32 2.14 8653.32

2 Green Belt 2.30 9330.0 33.1 Nil 2.30 9330.0 33.1

3 Firewoodstorage 1.65 6658.02 23.7 Nil 1.65 6658.02 23.7

4 VacantLand 0.86 3484.31 12.4 Nil 0.86 3484.31 12.4

Total (1+2+3+4) 6.95 28125.65 100 0 6.95 28125.65 100.0Built-up area break up:

S. No. Description Area (Sq. m) Area (Acre)

1 Ground floor Constructed area(including parking and Roads) 7386.76 1.83

2 First floor (Admin Building) 87.86 0.02

3Factory Mezzanine1st floor Plan(Rosin Plant)

303.29 0.07

4Factory Mezzanine (Camphor Plant)2nd floor PlanStaircase area

386.09 0.10

5Factory Mezzanine (Camphor Plant)1st floor PlanStaircase area

489.32 0.12

Total 8653.32 2.144. New/Expansion/Modernization Expansion.5. Existing Capacity/ProposedExpansion/ Area etc. Total Project land: 6.95 AcresArea breakup details of the project and Products details area provided inItem No.36. Category of Project i.e.' A' or 'B' Category – A(Industry located in non notified industrial area)7. Does it attract the generalcondition? If yes, please specify. No, it is not attracting any general Conditions

8. Does it attract the specificcondition? If 'yes, pleasespecify. No, it is not attracting any specific Conditions9.

Location KancheepuramPlot/Survey/Khasra No. SF No. 669, 672, 670/2, 676/1, 674/1Village EnathurTehsil KancheepuramDistrict KancheepuramState Tamilnadu

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10. Nearest railway station/airportalong withDistance in kms. 1. New Kancheepuram railway station ~3.09km-SSW2. Chennai International Airport ~ 49.63 km(ENE)11. Nearest Town, city, DistrictHeadquartersAlong with distance in kms. Kancheepuram (District head quarter) ~ 2.18km(S)12.

Village Panchayats, ZillaParishad, MunicipalCorporation, Local body(complete postalAddress with telephone nos. tobe given)Wallahjabad Panchayat Union,No.49, Sriperumandur Road, Walajabad, Kancheepuram District. 044-27256034, 8883100159. [email protected].

13. Name of the applicant M/s Kanchi Karpooram Limited14. Registered Address SF No. 669, 672, 670/2, 676/1, 674/1Enadur Village, Parandur Road,Karaipettai Post,Kancheepuram Taluk,Tamilnadu - 631 552.

15.

Address for correspondence:Name Mr. Dipesh S JainDesignation(Owner/Partner/CEO) Executive Director (Works)Address M/s Kanchi Karpooram LimitedSF No. 669, 672, 670/2, 676/1, 674/1Enadur Village, Parandur Road,Karaipettai Post,Kancheepuram Taluk, TamilnaduPin Code 631 552E-mail [email protected] No. 044 27294904,Mobile No. 9840068321Fax No. 044 26401919

16. Details of Alternative Sitesexamined, if any. Location ofthese sites should be shown ona Topo sheet.No alternative sites are consideredSince it is an expansion project within the existing facility.Topo map of the study area is enclosed as Annexure-XIII.17. Interlinked Projects No inter linked projects

18. Whether separate applicationof interlinkedProject has been submitted? Nil19. If yes, date of submission Nil20. If no, reason Nil

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21.Whether the proposal involvesapproval / clearance under: ifyes, Details of the same andtheir status to be given.(a) The Forest (Conservation)Act, 1980?(b) The Wildlife (Protection)Act, 1972(c) The C.R.Z. Notification,1991?

NilNilNil

22. Whether there is anyGovernment Order/ Policyrelevant/ relating to the site?Land Conversion GOs obtained from Government of Tamil Nadu1. G.O.526 dated; 17.08.1992 (Sy. No.669, 670/2&672)2. G.O.No.704 dated 13.11.1992 (Sy. No.674/1 &676/1)The above two GOs are enclosed as Annexure-II.23. Forest land involved (hectares) No Forest Land is involved within project site.

24.Whether there is any litigationpending against the project and/or land in which the project ispropose to be set up?(a) Name of the Court(b) Case No.(c) Orders/directions of theCourt, if any and itsRelevance with the proposedproject.

Nil(II) Activity

1. Construction, operation or decommissioning of the Project involving actions,This will cause physical changes in the locality (topography, land use, changes in waterbodies, etc.)

S.No

Information/Checklistconfirmation

Yes/No Details thereof (with approximate quantities /rates, whereverpossible) with source of information data1.1 Permanent or temporarychange in land use, landcover or topographyincluding increase inintensity of land use (withrespect to local land useplan)

No The site is classified for Industrial Use.Land Conversion GOs obtained from Government of Tamil Nadu1. G.O.526 dated; 17.08.1992 (Sy. No.669, 670/2&672)2. G.O.No.704 dated 13.11.1992 (Sy. No.674/1 &676/1)The above two GOs are enclosed as Annexure-II.No changes in the land use.1.2 Clearance of existing land,vegetation and buildings? No The proposal does not involve any additional construction orbuilding.No, Clearance of land and vegetation.1.3 Creation of new land uses? No Since it is an Expansion project within the existing facility.There is no creation of new land uses.1.4 Pre-constructioninvestigations e.g. borehouses, soil testing? Yes Pre-construction soil investigation was carried out and the reportenclosed in Annexure XIV.

1.5 Construction works? No Proposed project is enhancement of Camphor & its Derivativesproduction capacity within the existing facility.No construction works are envisaged.

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1.6 Demolition works? No Nil1.7 Temporary sites used forconstruction works orhousing of constructionworkers?No Nil

1.8 Above ground buildings,structures orearthworks includinglinear structures, cut andfill or excavationsNo Nil

1.9 Underground worksincluding mining ortunneling? No Nil1.10 Reclamation works? No Nil1.11 Dredging? No Nil1.12 Offshore structures? No Nil1.13 Production andmanufacturing processes? Yes Production and manufacturing processes are enclosed as

Annexure-XV.1.14 Facilities for storage ofgoods or materials? Yes Sufficient space is available at existing facility for storage ofadditional tanks for goods and materials.Storage details for existing & proposed are given below:Existing & Proposed Storage facilities:

S.No Name of the Chemical Storage Capacity(MTPM)

Existing Proposed Total1 Raw materials 350 150 5002 Solvents(Xylene) 20 10 303 Product storage 500 - 500

Total 870 160 1030Solvent storage Capacities:

S.No

ProposedChemical

NameStorage

ModePetroleum

classificationQuantity(No of tanks in KL)

Existing Proposed Afterexpansion

1NaturalTurpentineOil

AboveGroundLeveltank

B 5Nos X27

4 Nos X80

5 Nos X 27

4 Nos X 80

2 Xylene B 1 Nos X20

1 Nos X10

1 Nos X 201 Nos X 10

3 AceticAcid

- 1 Nos X40

1 Nos X25

1 Nos X 401 Nos X 25

4 Causticsoda

- 30 - 30Explosive Licenses from PESO are enclosed as Annexure-XX.1.15 Facilities for treatment ordisposal of solid waste orliquid effluents? Yes 1.Solid Waste Management:

S.No Waste

Quantity (kg/day) Collectionmethod

Treatment /disposal methodExisting Proposed

ExpansionAfterExpansion

1 Organic 40.5 8.1 48.6 BinsMunicipal binincluding foodwaste

2 Inorganic 4.5 0.9 5.4 BinsTNPCBAuthorizeddealers

3 Ash fromFire 8.0 6.0 14.0 Bags Given to local

former for

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wood agriculturepurpose

4 STPSludge - 1.0 1.0 Bins

Dried and usedas manure forgreen beltdevelopment

Total 53.0 16.0 69.0Manpower existing: 100 nos. After Expansion :120 Nos2.Hazardous Waste Management:

ScheduleType of theHazardous

waste

Quantity Mode ofDisposalExisting Proposed

ExpansionAfter

Expansion

33.1

Discardedcontainers/barrels/linerscontaminatedwith hazardouswastes /chemicals(MTPA)

88 6 94

Will bedisposed to

TNPCBauthorizedrecyclers

5.2 DG Waste oil(Litre /M) 100 - 100

Re use inProcess

(Pine Tar)

- Waste Furnaceoil (Litre /M) 1.0 - 1.0

Re use inProcess

(Pine Tar)

34.3 ETP Sludge(MTPA) 0.551 0.544 1.095

TNWML,Gummidipoondi

(TSDF)3.Liquid waste managementTreatment System Capacities:

Facility Existing Proposed After Expansion Remarks

ETP(KLD) 20 - 20 Treated water will be used forGreen belt

STP(KLD)Septic Tank

followed by soakpit

10.0 10.0 Treated water will be used forGreenbelt

Industrial Effluent Generation& Treatment :

DescriptionInd. EffluentGeneration Treatment

Units Disposal

Existing (KLD) 8.2 ETP Treated water is being used toGreen belt &Solar pans

Proposed (KLD) 11.5 ETP Treated wastewater will beused for Green Belt

Domestic Wastewater Treatment:

DescriptionDomestic

wastewaterrequirement

WastewaterGeneration

Recycledquantity Treatment

Units Disposal

Existing(KLD) 9.0 8.0 -

SepticTank

followed bysoak pit

Disposed into septic tankfollowed by soak pit

Proposed(KLD) 9.0 8.0 7.0 STP

Treated sewage will be used forgreen belt1.0 kg/day sludge generatedfrom STP will be used as

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Manure for Green belt

1.16 Facilities for long termhousing of operationalworkers? No Nil1.17 New road, rail or sea trafficduring construction oroperation? No There is no new road, rail or sea traffic is envisaged.1.18 New road, rail, airwaterborne or othertransport infrastructureincluding new or alteredroutes and stations, ports,airports etc?

No Nil

1.19 Closure or diversion ofexisting transport routesor infrastructure leading tochanges in trafficmovements?No Nil

1.20 New or divertedtransmission lines orpipelines? No There are no such kinds of activities involved.1.21 Impoundment, damming,culverting, realignment orother changes to thehydrology of watercoursesor aquifers?

No There is no such kind of activities involved.1.22 Stream crossings? Yes Wet weather canal is passing in between the factory boundary andadjacent plot where fire woods are stocked and greenbelt isdeveloped.Photo graphs are enclosed as Annexure-XVI.1.23 Abstraction or transfers ofwater from ground orsurface waters? Yes Total water requirement is 111.0 KLD (Fresh water requirementis 79 KLD & 32.0 KLD is treated water)

Source of Water: In house Bore wells.1.24 Changes in water bodies orthe land surface affectingdrainage or run-off? No Nil1.25 Transport of personnel ormaterials for construction,operation ordecommissioning?

Yes 1. The workforce is sourced locally who come to the factory intheir own transport arrangements by road.2. Fire wood is transported through trucks by road.3. Raw materials and finished products are transported thrutrucks by road.1.26 Long-term dismantling ordecommissioning orrestoration works? No Nil1.27 Ongoing activity during No Nil

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decommissioning whichcould have an impact onthe environment?1.28 Influx of people to an areain either temporarily orpermanently? No Nil1.29 Introduction of alienspecies? No Nil1.30 Loss of native species orgenetic diversity? No Nil1.31 Any other actions? No Nil3. Use of Natural resources for construction or operation of the Project (such as land, water, materials or

energy, especially any resources which are non-renewable or in short supply):

S.

No

Information/checklist

confirmation

Yes/No Details thereof (with approximate quantities /rates, wherever

possible) with source of information data2.1 Land especiallyundeveloped oragricultural land (ha)No The industry is in operation since 1992.The land is Converted for industrial use.Land Conversion GOs obtained from Government of Tamil Nadu.1. G.O.526 dated; 17.08.1992 (Sy. No.669, 670/2&672)2. G.O.No.704dated 13.11.1992 (Sy. No.674/1 &676/1)The above two GOs are enclosed as Annexure-II.2.2 Water (expected source& competing users)unit: KLDYes Existing water requirement break up:

S.No

Description Totalrequirement

Waterrequirement

(KLD) Wastewatergeneration Loss Remarks

Freshwater

Treatedwater

1 Cooling &Boiler feed 5.0 5.0 - 1.0 4.0

1 KLD ofwastewater issent to ETP

2 SaponificationWashings 6.5 6.5 - 6.5 -

Wastewaterfromsaponificationwashings isbeing used forGreenbelt aftertreatment.

3 Softenerregeneration 0.7 0.7 - 0.7 -

Wastewater isbeing sent toSolarevaporationpond aftertreatment inETP

4 Domesticusage 9.0 9.0 - 7.0 2.0

Wastewater isbeing disposedto septic tankfollowed by soakpit.

5 Green Belt 6.9 - 6.9 - -Treated waterfrom ETP isbeing used for

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Green Belt.

Total 28.1 21.2 6.9 15.2 6.0Proposed water requirement break up:

S. No Details Totalrequirement

Waterrequirements Wastewater

GenerationEvap.Loss RemarksFresh

waterTreatedwater

1 RO for CoolingTower 60 60 -

Ro Reject15.0

43

RO Reject willTDS is <2000mg/l it will usedfor UtilitiesCT Blow downwill be sent toETP

CT blowdown 2.0

3 Saponificationwashings 10 10 - 9.5 0.5

Wastewater willsend to ETPtreated waterwill used forGreenbelt

4 Domestic 9.0 9.0 8.0 1.0

10 KLD of STPis proposed forexpansionproject. Treatedwater will beused for GreenBelt.

5 Green Belt 27 - 27 - -

Ro Reject,Treated waterfrom ETP&Treated waterfrom STP willused for GreenBelt

6 Fire waterStorage tank 2.0 - 2.0 -

Ro Reject willused forFirewaterstorage makeup

7 Floor & Areawashings 3.0 - 3.0 -

Ro Reject willused for Floor&Areawashings

Total 111.0 79.0 32 19.5 44.5Note: Ro Reject water will have TDS <2000mg/l. It will used forutilities. Existing Wastewater Test reports enclosed as Annexure-XIX.Source of Water: Existing bore wells within the facility.2.3 Minerals (MT) No Nil2.4 Construction material –stone, aggregates, sand/ soil (expected source– MT)

No NilNo construction activities proposed

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2.5 Forests and timber(source – MT) Yes Forests and timber DetailsJuliflora &Cassurina is used in manufacturing process of Camphor andsourced from local suppliers Requirement for Existing 300(MT/Month) Requirement for Proposed 100 (MT/Month) Total requirement after expansion 400(MT/Month)2.6 Energy includingelectricity and fuels(source, competingusers) Unit: fuel (MT),energy (MW)

YesPower Requirements:

Details Existing Proposed forExpansion

After Expansion

PowerRequirement (kVA) 200 60 260

DG Backup-(kVA) 1*250 1*380 1*3801*180 - 1*180DG sets will be used in case of emergency during the power failure.Agreement obtained form TNEB is enclosed as Annexure-X.

Fuel requirement:S.No Details

CapacitySource End

useExisting Proposedexpansion

AfterExpansion

1 Fire wood(MT/Month) 300 100 400 Local

Suppliers

Fuel forTFH1 x1.74MW

2Furnace oil(KL/Month) 13.8 - 13.8 Local

Suppliers

Ignitionoffirewoodto TFH

3 Diesel (HSD)liters/Month 300 - 300 HP/BPCL/

IOCL/RelianceFuel forDG set2.7 Any other naturalresources (useappropriate standardunits)

No Nil3. Use, storage, transport, handling or production of substances or materials, which could be

harmful to human health or the environment or raise concerns about actual or perceived risks to

human health.

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4. Production of solid wastes during construction or operation or Decommissioning(MT/month)

S. No Information/Checklistconfirmation

Yes/No

Details thereof (with approximate quantities /rates, whereverpossible) with source of information data4.1 Spoil, overburden or minewastes No Not applicable

4.2 Municipal waste (domesticand or commercial wastes) Yes

Solid Waste Generation & Management:

S.No Waste

Quantity (kg/day) Collection

method

Treatment /disposalmethod

Existing

ProposedExpansion

AfterExpansion

1 Organic 40.5 8.1 48.6 BinsMunicipal binincluding foodwaste

2 Inorganic 4.5 0.9 5.4 BinsTNPCBAuthorizeddealers

3 Ash fromFire wood 8.0 6.0 14.0 Bags

Given to localformer foragriculturepurpose

4 STPSludge - 1.0 1.0 Bins

Dried and usedas manure forgreen beltdevelopment

Total 53.0 16 69.0


Yes/No

Details thereof (with approximate quantities /rates,wherever possible) with source of information data3.1 Use of substances ormaterials, which arehazardous (as per MSIHCrules) to human health or theenvironment (flora, fauna,and water supplies)

Yes Separate storage facility is provided for the storage of rawmaterials and products.Chemicals are handled as per MSDS.(MSDS of RMs are given as Annexure VII and Products MSDSare given as Annexure VI).3.2 Changes in occurrence ofdisease or affect diseasevectors (e.g. insect or waterborne diseases)No Nil

3.3 Affect the welfare of peoplee.g. by changing livingconditions? No Proposed project is expansion within the existing facility.Employment is provided for local people.3.4 Vulnerable groups of peoplewho could be affected by theproject e.g. hospital patients,children, the elderly etc.,No Nil

3.5 Any other causes No Nil

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4.3 Hazardous wastes (as perHazardous WasteManagement Rules) Yes

Hazardous Waste Management:

Schedule

Type of theHazardous waste

QuantityMode ofDisposalExisting

ProposedExpansio

n

AfterExpans

ion

33.1

Discardedcontainers/barrels/linerscontaminated withhazardous wastes /chemicals(MTPA)

88 6 94Will be disposedto TNPCBauthorizedrecyclers

5.2 DG Waste oil(Litre /M) 100 Nil 110 Re use in Process

(Pine Tar)

- Furnace oil(Litre /M) 1.0 Nil 1.0 Re use in Process

(Pine Tar)

34.3 ETP Sludge(MTPA) 0.551 0.544 1.095

TNWML,Gummidipoondi(TSDF)4.4 Other industrial process4.5 Surplus product No Nil

4.6 Sewage sludge or othersludge from effluenttreatment Yes ETP Sludge of 0.551 MTPA for Existing and 1.095 MTPA afterexpansion will be generated it will be sent to TSDF as pernorms. 1.0 kg/day STP Sludge will be generated for proposedexpansion project. It will be used as manure for green beltdevelopment.4.7 Construction or demolitionwastes No NilThere is no construction and Demolition activities involved.4.8 Redundant machinery orequipment No Nil4.9 Contaminated soils or othermaterials No Nil4.10 Agricultural wastes No Nil4.11 Other solid wastes No Nil

5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)S.No


Yes/No Details thereof (with approximate quantities /rates, whereverpossible) with source of information data5.1 Emissions fromcombustion of fossil fuelsfrom stationary or mobilesources

Yes Existing:Emission Sources: Construction phase: Nil Operation Phase:

DG sets which will be utilized for a short duration and duringpower failure scenario. Thermal Fluid Heater High Speed Diesel (HSD) Oil will be used as fuel for the DG sets.Control Measures:

DetailsCapacity

APCStackHeight

inmeters

GaseousDischarge

(Nm3/h)Existing Proposed

AfterExpansio

n

No No generation of process wastewastes

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(AGL)

DGBack up(KVA)

1*250 1*380 1*380 Stack 12 1892

1*180 - 1*180 Stack 7.5 -

SteamBoiler(Not inUse)

1*T/Hr - - Stack 20 Not in Use

TFH(WoodFireHeater)

1 x 1.74 - 1 x 1.74

StackwithDust

collector

30 48640

1. The emissions will be SO2 and NOx where adequate stackheight is provided as per the MoEF Norms to ensure properdispersion of these pollutants and also inbuilt acousticenclosure is provided in order to meet the standardsprescribed by MoEF&CC/CPCB & TNPCB.2. 2.30 acres (33.1%) of Green Belt is developed &maintained.This will mitigate the emissions.3. Ash generation from fire wood is 8 kg/day in existing &14kg/day after expansion. Ash from fire wood is also being takenby farmers to be used in their fields. Partial quantity is beingused to Green belt within the project.5.2 Emissions fromproduction processes Proposed : No change5.3 Emissions from materialshandling includingstorage or transport No Raw materials are stored in closed system hence no emissionduring handling.5.4 Emissions fromconstruction activitiesincluding plant andequipmentYes There are no construction activities involved, however there will bewelding fumes that will be generated during the erection andalteration of the existing machineries.5.5 Dust or odours fromhandling of materialsincluding constructionmaterials, sewage andwasteNo Not envisaged.

5.6 Emissions fromincineration of waste No No incineration activity involved.5.7 Emissions from burningof waste in open air (e.g.slash materials,construction debris)No No burning activity is involved.

5.8 Emissions from any othersources No Details Capacity APC Stack Gaseous

No Existing: No process emission is being generated.

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Existing Proposed

Afterexpansio

n

Heightin

meters(AGL)

Discharge(Nm3/h)

DG Backup(kVA)

1*250 1*380 1*380 Stack 12 1892

1*180 - 1*180 Stack 7.5 -

SteamBoiler(Not inUse)

1*T/Hr - - Stack 20 Not in use

TFH(WoodFireHeater)

1 x 1.74 - 1 x 1.74StackwithDust

collector30 48640

6. Generation of Noise and Vibration, and Emissions of Light and Heat:

S.No Information/Checklist

confirmation

Yes/No

Details thereof (with approximate quantities /rates, whereverpossible) with source of information data with source ofinformation data

6.1 From operation of equipmente.g.engines, ventilation plant,crushers Yes 1. DG sets will be in operation during power failure/preventivemaintenance of Existing DG, Moreover, the DG set isacoustically enclosed2. Noise pollution is being monitored regularly which is less than75 dB (A).6.2 From industrial or similarprocesses Yes Noise generation at source will be complied by keeping the Noisewithin the prescribed limits.6.3 From construction ordemolition No No new construction or demolition carried out.6.4 From blasting or piling No No blasting or piling activities involved6.5 From construction oroperational traffic No Does not arise6.6 From lighting or coolingsystems Yes 1. Cooling Systems Will be regulated as per guidelines2. LED lights have been provided.6.7 From any other sources No Nil7. Risks of contamination of land or water from releases of pollutants into the

ground or into sewers, surface waters, groundwater, coastal waters or the sea:

S.No


Yes/No

Details thereof (with approximate quantities /rates, whereverpossible) with source of information data

7.1 From handling, storage, use orspillage ofhazardous materials Yes All Storages and chemicals handling areas are properly protectedand SOP is being followed to avoid any spillages etc.7.2 From discharge of sewage orothereffluents to water or the land(expectedmode and place of discharge)

1. Industrial wastewater is being treated in dedicated ETP.2. Existing domestic wastewater is sent to septic tank followed bysoak pit.3. 10 KLD of STP is proposed for expansion project.4. Treated Sewage will be used for Green belt.7.3 By deposition of pollutantsemitted to air into the land or No Nil

Yes

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into water7.4 From any other sources No Nil7.5 Is there a risk of long termbuild up ofpollutants in the environmentfrom theseSources? No Nil

a. Risk of accidents during construction or operation of the Project, which could affect humanhealth or the environment


Yes/No


8.1 From explosions, spillages,fires etc from storage,handling, use or productionof hazardous substances No Fire fighting systems are installed and safety precautionsadopted as per the safety rules.8.2 From any other causes No Nil8.3

Could the project be affectedby naturaldisasters causingenvironmental damage(e.g. floods, earthquakes,landslides,Cloudburst etc)?No 1. The project site falls under Seismic Zone-III (Moderate risk)2. Necessary Disaster Management plans will be followed forpreventing any disasters during natural / accidental calamity.

9. Factors which should be considered (such as consequential development) which Could lead toenvironmental effects or the potential for cumulative impacts with other existing or plannedactivities in the locality

S. No. Information/Checklistconfirmation

Yes/No


9.1

Lead to development ofsupporting. Facilities,ancillary development ordevelopment stimulated bythe project which could haveimpact on the environmente.g.:• Supporting infrastructure(roads, powersupply, waste or wastewater treatment,etc.)• housing development• extractive industries• supply industries• other

No Factory Internal Roads, power supply & wastewater treatmentsystem has been developed and maintained as per Norms.NilNilNilNil

9.2 Lead to after-use of the site,which could have an impacton the environment No Nil9.3 Set a precedent for later No Not envisaged.

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developments9.4 Have cumulative effects dueto proximity to otherexisting or planned projectswith similar effects No Nil

(III) Environmental Sensitivity

S.No

AreasName/Identity

Aerial distance (within 15 km.) Proposed project locationboundary

1 Areas protected underinternational conventions,national or local legislationfor their ecological,landscape, cultural or otherrelated valueNo Nil within 15 Km radius of the project site

2 Areas which are importantor sensitive for ecologicalreasons - Wetlands,watercourses or otherwater bodies, coastal zone,biospheres, mountains,forests

Yes S. No Name of the Location Distance(km) Direction

Rivers1 Palar river ~8.54 S2 Kusithalai river ~14.14 NW3 Vegavati river ~ 5.75 SSW

Lakes1. Tamarai Tangal ~0.02 W2. Ponneri Lake ~1.18 SSW3. Thenneri lake ~13.29 E4. Paruthi kulam ~2.64 SW5. Ekambarswarar Temple pond ~3.38 SW6. Vellakulam ~3.35 S7. Sarratheertam kulam ~3.68 SW8. Vellai kulam ~3.90 SW9. Twin pond(Rettai Kuttai) ~4.19 SSE10. Thayyar kulam ~5.76 SSW11. Rangaswamy kulam ~5.76 S12. Thamarai kulam ~5.51 SE13. Nathapettai Lake ~5.38 SE14. Vaiyavoor Lake ~4.70 SE15. Mamandur Tank ~12.77 SSW16. Ayyangan kulam ~10.92 SW17. Lokkolam periya Eri ~13.74 N18. Keeranallur Lake ~13.02 ENE19. Embar Pond ~13.85 ENE20. Naickken kuppam Thaangal Lake ~13.51 SE3 Areas used by protected,important or sensitivespecies of flora or fauna forbreeding, nesting, foraging,

No Nil within 15 Km radius from the project site

Page 18 of 24

resting, over wintering,migration4 Inland, coastal, marine orunderground waters No Nil within 15 Km radius from the project site5 State, National boundaries No Nil within 15 Km radius of the project site6 Routes or facilities used bythe public for access torecreation or other tourist,pilgrim areasNo S.

No Name of the Location Distance(km) Direction

1. Pallavan Nagar Park 6.57 SSW2. Kandhan Park 4.44 SSE3. Bhaktavatsalam Polytech college 0.81 SE

4. University of college ofEngg.Kanchipuram 0.62 WSW

5. Sri Ekambareswara Temple ~3.28 SSW6. Sri Kailasanathar Temple ~4.38 SSW7. Sri Varadaraja Perumal Temple ~6.58 SSE8. Sri Kamakshi Amma temple ~3.94 S9. Sri Ulangalandar Temple ~4.21 SSW10. Sri Vaikunda Perumal Temple ~6.58 SSE11. Sri Vijayaraghava Perumal Temple ~9.87 WSW12. Sri kacchapaeswarar Temple ~3.94 SSW

13. Jain Temple TirupparuthikkundavanTemple ~6.02 SW

14. Sri Subramanyaswamy Temple ~4.31 SSW7 Defence installations No Nil within 15 Km radius from the project siteup area - S.

No Name of the Location Distance(km) Direction

1 Kanchipuram ~2.18 S9 Areas occupied by sensitiveman-madeland uses (hospitals, schools,places of worship, communityfacilities)

- Places of worships :S. No

Places of worships DistanceDirectio

n1. Sri Manikandeswara Swamy

Temple ~9.95 NW2. Najma – Masjid ~10.12 W3. Sri Vijaya Raghava Perumal

temple ~9.98 W4. Ekambareswarar Temple ~3.35 SSW5. Sri Pachai Vanna Perumal

Temple ~3.61 S6. Sri Pavala Vanna Perumal

Temple ~3.67 S7. Kailasanathar Temple ~4.35 SW8. Pandavar Perumal Temple ~4.1 SSW9. Jurahareswar Temple ~3.98 SSW10. Kamachi Amman Temple ~3.99 S11. Ulagalantha Perumal Temple ~4.18 S12. Kachabeswarar Temple ~4.34 S13. TMN Temple ~5.02 SSW14. Perinba Prayer House ~5.68 SW15. Bodhidharma Temple ~4.47 SSE16. Sathyanateswarar Temple ~5.31 SSE17. Perumal Temple ~5.68 S18. Jerusalem Workship ~6.39 SSW19. Panadudeeswarar Temple ~5.97 S

8 Densely populated or built-

hecs62

Typewritten text

Yes

hecs62

Typewritten text

Yes

Page 19 of 24

20. Thiruvelakai Temple ~5.99 S21. Manikandeswar Temple ~6.08 SSE22. Narashima Temple ~7.99 SSW23. Sri Varadharaja Perumal Temple ~6.57 SSE24. Punniyakodeswarar Temple ~6.65 SSE25. Mosque ~10.83 SSW26. Thalapureeswarar Temple ~13.4 SW27. Rani Amman Temple ~10.38 SE28. Pallavan Nagar Park ~6.57 SSW29. Kandhan Park ~4.44 SSE

Hospitals:S. No

Hospitals DistanceDirectio

n1. Upgraded PHC ~10.35 W2. Meenakchi Medical College &

Research Centre ~1.58 SE3. Aringer Anna Cancer Institute ~0.96 SE4. ABCD Hospital ~4.17 S5. Lakshmi Hospital ~4.28 S6. Narbhavi Hospital ~4.35 SW7. Govt Hospital ~5.44 SW8. Surya Clinic ~4.45 S9. CSI Hospital ~4.58 S10. Manohar Hospital ~4.53 SSE11. DKK Hospital ~4.78 S12. Life Care Hospital ~4.7 S13. Govt Dist HQ Hospital ~4.78 S14. Vasan Eye Care Hospital ~5.06 S15. Vengudi Hospital ~5.15 S16. K.H. Hospital ~6.35 SSW17. PH Center GH ~5.31 SSE18. PH Centre ~14.44 SSW

Schools and colleges:S .No

Schools and collages DistanceDirectio

n1. Park Global School ~8.2 NNW2. P.T.Lee College of Engg & tech ~5.95 NNW3. Jai Mathaajee College of Engg ~3.44 NW4. L&T Safety School ~10.31 ENE5. Narasimma Pallavan Polytechnic

College ~1.96 W6. Pallavan College of Engg ~1.87 W7. University College of Engg ~0.79 WSW8. Janus CBSC School ~7.21 W9. Govt School ~9.88 W10. Sri Krishna College of Arts &

Science ~6.14 WSW11. Tirumalai Engg College ~5.67 WSW12. Meenakchi Medical College ~1.43 ESE13. Bakthavachalam Polytechnic

College ~0.82 SE14. SCSVMV University ~2.67 SE15. Sri CSV Mahavidyalaya ~2.65 SE16. Sri Sankara Arts & Science

College ~3.07 SE

Page 20 of 24

17. Govt Primary School ~3.54 SSW18. Cholan MHSS ~3.42 SSW19. Dwarkesh Vidhyashram ~3.89 SSW20. SSKV MHSS ~4.15 S21. Guruksetra PS ~4.61 SSE22. Mamallan MHSS ~4.72 SSE23. Janus Global School ~4.74 S24. Kanchi Global School ~4.63 SSW25. Govt. School ~6.15 SSW26. Sanskrit College ~6.43 SSW27. Aadura Spl School ~6.79 S28. Pachaiappas womens college ~6.25 S29. Bharathidasan MHSS ~7.72 SSW30. Govt MS ~7.69 SE31. Pachaiappas College for Men ~7.47 SE32. Govt HSS ~9.04 SE33. JSN School of Management ~10.12 S34. Dusi Polytechnic College ~10.83 S35. Kanchi Pallavan Engg College ~11.79 SSW36. AMA College of Engg ~13.45 SW37. Govt HS ~14.36 SSW

Common placesS. No

Common places DistanceDirectio

n1. AJS Kalyana Mahal ~6.41 WSW2. Railway Station, Kanchipuram ~3.05 S3. East Railwaystation, Kanchipuram ~3.84 SSE4. Police Station ~3.53 S5. Sringeri Saradha Peetam Kalyana

Mandapam~3.81 SSW

6. Sub Post Office ~4.34 SSW7. Taluk Police Station ~4.73 S8. District Sports Stadium ~4.91 SSE9. Head Post Office ~4.93 S10. Taluk Office ~5.61 S11. District Collector Office ~5.98 S12. S.P. Office ~6.1 S13. DIG Office ~6.54 SSW14. Walajabad Railway Station ~14.63 SE10 Areas containingimportant, high quality ofscarce resources(groundwater resources, surfaceresources, forestry,agriculture, fisheries,

tourism, minerals)

S. No Name of the Location Distance(km) Direction

Rivers1 Palar river ~8.26 S2 Kusithalai river ~14.20 NW3 Vegavati river ~ 5.75 SSWLakes1. Tamarai Tangal ~0.05 W2. Ponneri Lake ~1.18 SSW3. Thenneri lake ~11.83 E4. Paruthi kulam ~2.64 SW5. Ekambarswarar Temple pond ~3.38 SW6. Vellakulam ~3.35 S7. Sarratheertam kulam ~3.68 SW

Yes

Page 21 of 24

8. Vellai kulam ~3.90 SW9. Twin pond(Rettai Kuttai) ~4.19 SSE10. Thayyar kulam ~5.76 SSW11. Rangaswamy kulam ~5.76 S12. Thamarai kulam ~5.51 SE13. Nathapettai Lake ~5.38 SE14. Vaiyavoor Lake ~4.70 SE15. Mamandur Tank ~12.77 SSW16. Ayyangan kulam ~10.92 SW17. Lokkolam periya Eri ~13.74 N18. Keeranallur Lake ~13.02 ENE19. Embar Pond ~13.85 ENE20. Naickken kuppam Thaangal Lake ~13.51 SE11 Areas already subjected topollution or environmentaldamage. (those where

existing legal environmentalstandardsare exceeded)

No Nil within 15 km radius from the project site

12 Areas susceptible to naturalhazard which could causethe project to presentenvironmental problems(earthquakes, subsidence,landslides,erosion, flooding or extreme

or adverse climaticconditions)

No The project location is falls under Zone III (Moderate riskcategory). As per the IS: 1893 (Part-1) 2002 of Bureau of IndianStandards (BIS). There is no susceptible to natural hazards likesubsidence, landslides, erosion, flooding or extreme or adverseclimatic conditions.Note :Seismic Zone-II : Low riskSeismic Zone-III : Moderate RiskSeismic Zone-IV : High RiskSeismic Zone-V Very high Risk

Page 22 of 24

(IV) DeclarationI hereby given undertaking that the data and information given in the application and enclosure aretrue to the best of my knowledge and belief and I am aware that if any part of the data andinformation submitted is found to be false or misleading at any stage, the project will be rejectedand clearance give, if any to the project will be revoked at our risk and cost.Date:Place:

NOTE:1. The projects involving clearance under coastal Regulation zone Notification, 1991 shall submit with theapplication a C.R.Z. map duly demarcated by one of the authorized agencies, showing the projectactivities, w.r.t. C.R.Z (at the stage of TOR) and the recommendations of the State coastal zoneManagement Authority (at the stage of EC). Simultaneous action shall also be taken to obtain the requisiteclearance under the provisions of the C.R.Z. Notification, 1991 for the activities to be located in the CRZ.2. The projects to be located within 10 km of the National parks, sanctuaries, Biosphere Reserves, Migratorycorridors of wild Animals, the project proponent shall submit the map duly authenticated showing bychief wildlife warden showing these features vis-a-vis the project location and the Recommendation orcomments of the Chief Wildlife Warden 'thereon (at the stage of EC)."3. All correspondence with the Ministry of Environment &Forests including submission of application forTOR/Environment Clearances, subsequent Clarifications, as may be required from time to time,participation in the EAC Meeting on behalf of the project proponent shall be made by the authorizedsignatory only. The authorized signatory should also submit a document in support of his claim of beingan authorized signatory for the specific project.

Page 23 of 24

(V) Proposed Terms of Reference for EIA studiesS No. Proposed Terms of Reference1. A recent satellite imagery of the project area and its surroundings2. Topo plan and layout drawing of the project site.

3. Location of National Park/Wildlife sanctuary/ReserveForestwithin10 km radius of theProject.4. Present land use and cropping pattern based on satellite imagery for the study area of 10Km radius. Location of National Park/Wild life sanctuary/Reserve Forests within 10km radius of theproject.5. Contour map of the project site.6. Rain water Harvesting details7. Process Description along with Process Flow Diagram and material balance.8. Details of water consumption and source of water supply, waste water generation,Treatment and effluent disposal with water Balance.9. Water Conservation measures proposed10. Power requirement &power back up11. Detailed solid& Hazardous waste generation,collection,segregation,its recycling andreuse, treatment and disposal.12. Fire fighting facilities13. Total cost of the project along with total capital cost and recurring cost/annum forEnvironmental pollution control measures.14. Site-specificmicro-meteorologicaldatafortemperature,relativehumidity,hourlywindSpeed and direction and rain fall for one season at one location.15. Ambient air quality monitoring at 6 locations within10Km radius of study area forPM10, SO2, NOx, CO, HC,VOC for one season(Non Monsoon)taking into account the pre-dominantwind direction, population zone and sensitive receptors.16. Assessment of ground level concentration of pollutants. Air quality modeling forProposed project.17. Water quality monitoring includingsurface&groundwaterat8locationswithin10KmRadius of study area for one season (Non Monsoon).18. Soil sample analysis at 8 locations within the study area for one season (Non Monsoon).19. Noise Monitoring with in 8 locations the study area for one season (Non Monsoon)20. Demography & socio-economics of the study area.21. Ecological features (terrestrial &Aquatic) of the study area for one season (NonMonsoon)22. Assessment of impact on air, water, soil, solid /hazardous waste and noise levels.23. Air pollution control measures proposed for the effective control of gaseous emissionsWithin permissible limits.24. Risk assessment including Hazard identification, Consequence Analysis, RiskAssessment and preparation of Disaster Management Plan for storage of solvents.

Page 24 of 24

25. DetailsofproposedOccupationalHealthSurveillanceprogramfortheemployeesand other labour26. Detailed Environment management Plan (EMP) with specific reference to EnergyConservation and natural resource conservation, details of air pollution control system, water &wastewater management, monitoring frequency, responsibility and time bound implementation planfor mitigation measure and cost towards environmental protection measures.

APPLICATION FOR ENVIRONMENTAL CLEARANCE

PRE-FEASIBILITY REPORT

For

EXPANSION OF CAMPHOR AND ITSDERIVATIVES

ByM/s KANCHI KARPOORAM LIMITED

At

Sy.No. 669, 672, 670/2, 676/1 &674/1VILLAGE: ENADUR

TEHSIL: KANCHEEPURAMDISTRICT: KANCHEEPURAM

STATE: TAMILNADU

Report PreparedBy

HUBERT ENVIRO CARE SYSTEMS (P) LTD, CHENNAI(NABET Accredited vide Certificate No. NABET/EIA/1619/RA0083) &

(MoEF Recognized Lab vide F. No. Q-15018/29/2012-CPW)

May 2018

Page 2 of 72

Contents

1 EXECUTIVE SUMMARY............................................................................ 8

1.1 Project Summary ............................................................................ 9

1.2 Project Chronology: ........................................................................14

2 INTRODUCTION OF THE PROJECT ............................................................19

2.1 Identification of the Project and Project Proponent ..................................19

2.2 Brief Description of Nature of the Project..............................................19

2.3 Need for the Project and its importance................................................20

2.4 Demand-Supply Gap ........................................................................20

2.5 Import Possibility ...........................................................................20

2.6 Domestic/Export Markets..................................................................21

2.7 Employment Generation...................................................................21

3 PROJECT DISCRIPTION..........................................................................22

3.1 Project Location ............................................................................22

3.2 Details of Alternate sites considered ....................................................26

3.3 Magnitude of Operation....................................................................33

3.4 Process Description.........................................................................34

3.5 Raw Materials Requirement ...............................................................35

3.6 Storage Facility for Raw Materials and Products .......................................37

3.7 Mode of Transportation....................................................................37

3.8 Resource optimization .....................................................................37

3.9 Recycling /Reuse of Solvents .............................................................37

3.10 Power Requirements .......................................................................37

3.11 Fuel Requirements .........................................................................38

3.12 Manpower....................................................................................38

3.13 Water Requirement ........................................................................38

3.13.1 Existing Water Requirement: ........................................................39

3.13.2 Water requirement for Proposed Expansion.......................................40

3.14 Liquid waste management ................................................................42

3.14.1 Industrial Effluent Treatment: ......................................................42

3.14.2 Existing: ................................................................................43

3.14.3 Proposed:...............................................................................43

3.14.4 Sewage Treatment ....................................................................45

3.14.5 Process Discription of Package Sewage Treatment Plant:.......................46

3.15 Air Pollution Control Measures............................................................47

3.16 Waste Management and Disposal Method ...............................................47

Page 3 of 72

3.16.1 Municipal Solid Waste Management ................................................47

3.16.2 Hazardous Waste Management ......................................................48

4 SITE ANALYSIS ...................................................................................49

4.1 Connectivity .................................................................................49

4.2 Land Form, Land use & Land ownership.................................................50

4.3 Topography of the District ................................................................50

4.3.1 Geomorphology of PIA District ......................................................52

4.4 Existing Land use Pattern .................................................................52

4.5 Environmental Sensitivity of the Project site within 15 km radius ..................52

4.6 Land use pattern of the Study Area......................................................55

4.7 Existing infrastructure .....................................................................57

4.7.1 Land .....................................................................................57

4.7.2 Buildings ................................................................................57

4.7.3 Plant Machinery & Utilities ..........................................................58

4.7.4 Fire &Safety System ..................................................................59

4.7.5 Rain water harvesting facility layout...............................................60

4.8 Soil Classification ...........................................................................60

4.9 Climatic data from Secondary sources ..................................................60

4.10 Social Infrastructure available............................................................60

5 PLANNING BRIEF.................................................................................64

5.1 Planning concept ...........................................................................64

5.2 Transportation ..............................................................................65

5.3 Population Projection......................................................................65

5.4 Land use Planning & Break up ............................................................65

5.5 Assessment of Infrastructure Demand ...................................................65

5.6 Amenities/Facilities........................................................................65

6 PROPOSED INFRASTRUCTURE .................................................................66

6.1 Industrial Area ..............................................................................66

6.2 Residential Area ............................................................................66

6.3 Green belt ...................................................................................66

6.4 Social Infrastructure .......................................................................66

6.5 Connectivity .................................................................................66

6.6 Drinking Water Management ..............................................................66

6.7 Sewerage system ...........................................................................67

6.8 Industrial Waste& Emissions management: .............................................67

6.9 Municipal Solid Waste Management......................................................67

6.10 Power Requirements and Supply/ Source ...............................................68

Page 4 of 72

7 REHABILITATION AND RESETTLEMENT (R &R) PLAN ......................................69

7.1 Policy to be adopted (Central/ State) ...................................................69

8 PROJECT SCHEDULE AND COST ESTIMATE..................................................70

8.1 Likely date of start of construction and likely date of completion .................70

8.2 Project Schedule and Cost Estimate .....................................................70

9 ANALYSIS OF PROPOSAL .......................................................................71

9.1 Financial and social benefits..............................................................71

9.2 Social Benefit: ..............................................................................71

9.3 CSR benefit to local community: .........................................................71

9.4 Green belt benefits to the environment: ...............................................71

10 CONCLUSION .....................................................................................72

Page 5 of 72

Table of Contents

Table 1-1 Project Summary......................................................................................9

Table 2-1 Man power of the project .......................................................................... 21

Table 3-1Environmental Feature of the existing site within 15 km radius .............................. 26

Table 3-2 Product details of the Project for Existing and after Expansion .............................. 33

Table 3-3 List of raw material for Existing & Expansion ................................................... 36

Table 3-4 Details of Storage Facilities ....................................................................... 37

Table 3-5 Solvent Storage ..................................................................................... 37

Table 3-6 Power requirement details (Existing and after Expansion) .................................... 38

Table 3-7 Fuel Requirement Details (Existing &Proposed Expansion) .................................... 38

Table 3-8 Man power of the project .......................................................................... 38

Table 3-9 Existing water Requirement........................................................................ 39

Table 3-10 Water requirement and breakup for proposed expansion .................................... 41

Table 3-11 ETP details for Existing and proposed ........................................................... 43

Table 3-12 Domestic Wastewater Generation and Management .......................................... 45

Table 3-13 Package STP Inlet &outlet characteristics of domestic wastewater ........................ 45

Table 3-14 Air Pollution Control Measures (Existing and Proposed Expansion) ......................... 47

Table 3-15 Solid Waste Generation and Management (Existing &Proposed Expansion)................ 48

Table 3-16 Hazardous Waste Generation and Management................................................ 48

Table 4-1 Connectivity of the project site ................................................................... 49

Table 4-2 Geographical Locations of the Existing Project Site ............................................ 49

Table 4-3 Land Area Break up details......................................................................... 50

Table 4-4 Environmental Sensitivity and Features of the Project Site within 15km radius .......... 52

Table 4-5 Land Use/Land Cover statistics of 10 km radius of the Study Area........................... 55

Table 4-6 Land Area Break up Details ........................................................................ 57

Table 4-7 Details of Built up area ............................................................................. 58

Table 4-8 List of Machinery & Equipments ................................................................... 58

Table 4-9 Process-Resource Conservation Systems for Proposed Expansion............................. 59

Table 4-10 Fire &Safety Systems for Existing and Proposed ............................................... 59

Table 4-11 Meteorological Observations (Annual)........................................................... 60

Table 4-12 Religious Places .................................................................................... 60

Table 4-13 Schools and Colleges............................................................................... 61

Table 4-14 Common Places..................................................................................... 62

Table 4-15 List of Hospitals .................................................................................... 62

Table 4-16 List of Industries within 15km radius of the Project Site ..................................... 63

Table 5-1 Existing & Proposed Production Details .......................................................... 64

Table 5-2 Manpower Details (Existing and Proposed)....................................................... 65

Table 6-1 Connectivity of the project site ................................................................... 66

Table 6-2 Solid Waste Generation and Management (Existing &Proposed Expansion) ................. 67

Table 6-3 Power requirement details (Existing and after Proposed Expansion) ........................ 68

Page 6 of 72

List of Figures

Figure 3-1 Project Location Index map ....................................................................... 22

Figure 3-2 Satellite Imagery of the Project Site............................................................. 23

Figure 3-3 Photo graphs of the TamaraiTangal lake and Canal Passing between Plant area boundary

and Green belt boundary ....................................................................................... 23

Figure 3-4 Satellite Imagery (10 km radius) of the project site ........................................... 24

Figure 3-5 Satellite Imagery (5.0 km radius) of the project site .......................................... 24

Figure 3-6 Satellite imagery (1.0 km radius) of the project site .......................................... 25

Figure 3-7 Environmental Sensitive areas within 15 Km of the Project Site ............................ 25

Figure 3-8 Industries demarcated on Google imagery within 15 Km of the Project Site .............. 26

Figure 3-9 Site Layout of the Project Site.................................................................... 32

Figure 3-10 Photographs of the project...................................................................... 33

Figure 3-11 Manufacturing Process Flow Chart .............................................................. 35

Figure 3-12 Water balance chart for the Existing facility ................................................. 40

Figure 3-13 Water balance chart for the proposed expansion............................................. 42

Figure 3-14 Effluent Treatment System Flow diagram .................................................... 44

Figure 3-15Sectional View of Package Sewage Treatment Plant.......................................... 46

Figure 3-16 Process explanation of Package STP ........................................................... 46

Figure 4-1Topo Map of the Project Site ...................................................................... 51

Figure 4-2 Land use Land Pattern of the Project Study Area .............................................. 55

Figure 4-3 Land use Land Cover map of the study area .................................................... 56

Figure 4-4 Existing Fire Hydrant System ..................................................................... 59

Page 7 of 72

LIST OF ANNEXURE

S. No Annexure Name of the Annexure Page Nos

1 I Land ownership Documents 1-56

2 II Land Conversion GOs 57-60

3 III First Consent Orders(1992) 61-80

4 IV First Expansion Consent Orders (1997) 81-105

5 V Second Expansion Consent Orders (2007) 106-128

6 VI Product MSDS 129-174

7 VII Raw Materials MSDS 175-265

8 VIII Existing Water Balance 266

9 IX Proposed Water Balance 267

10 X TNEB Agreement 268-173

11 XI Hazardous Waste Disposal Agreement from TSDF 274-337

12 XII Project Site Layout 338

13 XIII Topo map of the Project Site 339

14 XIV Soil Investigation Report 240-365

15 XV Manufacturing Process flow chart 366

16 XVI Photographs of the Canal 367

17 XVII Existing Consent Orders (valid up to 2019) 368-374

18 XVIII Environmental Test Reports 375-377

19 XIX Existing Wastewater test reports from TNPCB 378-383

20 XX Explosive Licenses from PESO 384-385

21 XXI 2005 Payment receipt for obtaining Consents from TamilNadu Pollution Control Board. 386

Note: Annexure are given as Separate Book

Page 8 of 72

1 EXECUTIVE SUMMARY

Kanchi Karpooram Limited (KKL) a Public Limited Company is engaged in the manufactureof Camphor and Derivative Products, is located at Sy. No. 669, 670/2, 672, 674/1 &676/1.KKL is in this arena for more than two decades with a proven track record for quality,competitive price and timely supply of its products. The main product is Camphor which hasbeen well accepted in the market. Besides Camphor and its Derivatives, KKL’s otherproducts such as Gum rosin and Rosin Derivatives also enjoy an enviable share in themarket including Corporate Clientele.

Kanchi Karpooram Limited was incorporated on 31st January 1992 as Public LimitedCompany under the Companies Act, 1956 and received the certificate of commencement ofbusiness on 27th February 1992.

Consent orders (Air &Water for camphor production capacity is 75.0 Tone/Month) obtainedfrom vide Order No.6362, proceedings letter No. T1/CPM(S)/A/F-2185/18490/92-1, dated;09.06.1992 &order No. 9026 proceedings No. T1/CPM(S)/W/F-2185/20430/92-1, dated;09.06.1992 with Camphor production capacity is 75.0 T/Month, consent orders enclosed asAnnexure-III.

1stExpansion (Camphor production: 15.66 MT/Month) consent orders obtained from TNPCBfor water and Air vide Order No.9026, proceedings No. R2/TNPCB/F.2185/KPM/W/97 dated;19.09.1997 & Order No.6362, proceedings No. R2/TNPCB/F-2185/KPM/A/97 dated;19.09.1997 consent orders of 1st expansion is enclosed as Annexure-IV.

2nd Expansion for amplification of Camphor production from 15.66 MT/Month to 110.0MT/Month applied on 01.08.2005, consent orders obtained from TNPCB for Air and Watervide Order No.17158, proceedings No. T11/TNPCB/CHEM/F28572/RL/KPM/07/A dated;08.10.2007&Order No.21121, proceedings No. T11/TNPCB/CHEM/F28572/RL/KPM/07/Wdated; 08.10.2007 consent orders of 2ndexpansion are enclosed as Annexure-V.

Now, the proponent proposed expansion for amplification of Camphor production from 110MT/Month to 330 MT/Month.

KKL’s (ISO 9001:2008 Certified Company) unit is situated near (~2.18Km-S) Kancheepuramjust 70 Km from Chennai, on Chennai – Bangalore highway, thus geographically wellconnected. KKL’s turnover is around 600Million INR and well planned to augment the salesin a phased manner in the years to come.

KKL has a manufacturing unit in the outskirts of Kancheepuram Town with adequate modernequipments and machinery for manufacturing of Camphor and Gum Rosins. KKL has a HighProfile technical team to carry out manufacturing activities with quality and quantity products.

KKL has adequate quality control measures manned by qualified and experienced personnelfor online process and other quality control checks for incoming raw materials and finishedgoods. Quality control tests are being carried out meticulously. Kanchi Karpooram Limitedlaboratory is fully equipped with the latest equipments.

KKL has been certified with ISO: 9001:2008 by the certified body of TUV Sud South AsiaPrivate Limited. KKL enjoys the patronage of various clients including corporate for itsvarious products.

Page 9 of 72

KKL are South India’s first and largest producer of a variety of Terpene and Paperchemicals. Our Products range from Turpentine-based chemicals like Camphor, Dipentine,IsoBornyl Acetate, Sodium Acetate Trihydrate etc. To Gum rosin and its derivates such asfortified Rosin, Ester Gum, Phenolic / Maleic Resins and many others. We are keen todevelop and expand our customer base to provide industries with a stable, continuoussupply of raw materials from a totally new source. We are committed to product qualityassurance so as to be the innovative and reliable supplier you need.

Main product namely Camphor finds usage in religious purposes and minuscule quantity inPharma and Fragrance industries.

By products like Dipentene, Pine Tar and Sodium acetate trihydrate find usage in Paints,Tyre and Textile Industry. Due to industrial growth in the above sector, the requirement ofproduct/ by-product demand reach considerable high level which results in expansion of thisunit only by additional of vessels/equipments with higher capacity by replacing the old lowcapacity equipment without increasing pollution load.

1.1 Project Summary

The Project Summary is given inTable 1-1.

Table 1-1 Project SummaryS.No. Particulars Details1 Name of the Company M/s KanchiKarpooram Limited

(Manufacturer of Camphor and its Derivatives)2 Name of the Project Expansionof Camphor and its Derivatives3 Project Location M/s KanchiKarpooram Limited

Sy. No. 669, 672, 670/2, 676/1 &674/1Parandur Road, Karaipettal Post,Village: EnadurTehsil: KancheepuramDistrict: KancheepuramState: Tamilnadu

4 Site Coordinates(Center)

1)Plant area: 12°52’38.59” N; 79°42’37.27” E2)Green belt and Firewood area: 12°52’43.41” N;79°42’38.41” E

5 Project Activity Schedule,Category as per EIAnotification 2006 &Amendments

The proposed Project falls under schedule 5(f) Syntheticchemicals,Category A(Project located in Non notified Industrial Area)

6 Product DetailsS. No Units

ExistingCapacity(MT/Month)


AfterExpansion(MT/Month)

I. Product1 Camphor 110 220 330Total 110 220 330

II. By Products



193 0 193

Page 10 of 72

6 Gum Rosin 295.62 0 295.62

7 Camphor Oil 2 0 2

Total 696.88 437.85 1134.73III. Intermediates


2 Camphene 110 220 3303 IsoBornyl Acetate 170 340 5104 Esters 15 0 155 Maleics 15 0 156 Phenolics 20 0 207 Rosin Size 100 0 1008 Other Rosin Derivatives 20 0 20

9 Terpenic Oil 20 0 2010 Pine Oil (Terpenol) 40 60 100

11 Longifoluences 10 0 10

12 Double Distilled Turpentine 10 20 30

13 Pine Tar 15 30 45

14 Pine Pitch 6.5 13.5 2015 IsoBornyl Crude 110 220 330

Total 759.975 903.5 1663.475

Grand Total (I+II+III) 1566.855 1561.35 3128.205

7 Land Details:S. No Description Acres Sq. m %

1

Existing &Proposed Built up AreaInfrastructure 1.64 6610.83

30.8Parking 0.01 53.28

Roads 0.49 1989.21

Total BUA(a+b+c) 2.14 8653.32

2 Green Belt 2.30 9330.0 33.1

3 Firewood storage 1.65 6658.02 23.7

4 Vacant Land 0.86 3484.31 12.4

Total (1+2+3+4) 6.95 28125.65 1008 Water Requirement

Existing:

S.No


Water requirement(KLD) Wastewater

generation Loss RemarksFreshwater

Treatedwater

1 Cooling & Boilerfeed 5.0 5.0 - 1.0 4.0 1 KLD of wastewater is sent

to ETP


Wastewater fromsaponification washings isbeing used for Greenbeltafter treatment.


Wastewater is being sent toSolar evaporation pondafter treatment in ETP

4 Domestic usage 9.0 9.0 - 7.0 2.0Wastewater is beingdisposed to septic tankfollowed by soak pit.

5 Green Belt 6.9 - 6.9 - - Treated water from ETP isbeing used for Green Belt.

Page 11 of 72

Total 28.1 21.2 6.9 15.2 6.0 Existing total water requirement is 28.1 KLD Fresh water requirement is 21.2 KLD No fresh water is required for Green belt. Treated water (6.9 KLD of treated water from ETP is being used

for greenbelt.Proposed:

S. No Details Totalrequirement

Water requirements WastewaterGeneration Loss

RemarksFreshwater

Treatedwater

1 RO for CoolingTower 60 60 -

Ro Reject 15.043

RO Reject will TDSis <2000 mg/l it willused for UtilitiesCT Blow down willbe sent to ETP

CT blow down2.0


Wastewater willsend to ETP treatedwater will used for

Greenbelt

4 Domestic 9.0 9.0 8.0 1.0

10 KLD of STP isproposed forexpansion project.Treated water willbe used for GreenBelt.

5 Green Belt 27 - 27 - -

Ro Reject, Treatedwater from ETP&Treated waterfrom STP will usedfor Green Belt

6 Fire water Storagetank 2.0 - 2.0 -

Ro Reject will usedfor Firewaterstorage make up

7 Floor & Areawashings 3.0 - 3.0 -

Ro Reject will usedfor Floor &Areawashings

Total 111.0 79.0 32 19.5 44.5 Total requirement for proposed expansion is 111.0 KLD Fresh water requirement: 79.0 KLD& Recycled water will be 32 KLD Green Belt requirement: 27.0 KLD (No Fresh water is required for Green Belt)

Source of Water: Existing Bore well (2 Nos) within the project Site9 Domestic Wastewater Management:

DescriptionDomestic




Units Disposal

Existing (KLD) 9.0 8.0 -SepticTank

followedby soak pit

Disposed into septic tank followed bysoak pit

Proposed(KLD) 9.0 8.0 7.0 STP

Treated sewage will be used for greenbelt1.0 kg/day sludge generated from STPwill be used as Manure for Green belt

Page 12 of 72

10 Industrial Wastewater Management:

Description Ind. EffluentGeneration Treatment Units Disposal

Existing (KLD) 8.2 ETP Treated water is being used to Green belt&Solar pans

Proposed (KLD) 11.5 ETP Treated wastewater will be used for GreenBelt

11 Power Requirements:

Details Existing(kVA)

Proposed(kVA) After Expansion (kVA)

Power requirement 200 60 260

Backup DG Set 1 1*250 1*380 1*3801*180 - 1*180

12 Fuel Requirements:S.No Details

CapacitySource End useExisting Proposed

expansionAfter

Expansion

1 Fire wood(MT/Month) 300 100 400 Local Suppliers Fuel for TFH1

x 1.74 MW

2Furnace oil(KL/Month) 13.8 - 13.8 Local Suppliers

Ignition offirewood toTFH

3 Diesel (HSD)liters/Month 300 - 300 HP/BPCL/

IOCL/RelianceFuel for DGset

13 Air Emission Sources and Control Measures:Details Capacity APCExisting Proposed Total

DG sets(Power Back up)(KVA)

1*250 1*380 1*380 Aquatic enclosures andAdequate Stack height1*180 - 1*180

TFH (Wood FireHeater)(MW/Hr)

1 x 1.74 - 1 x 1.74 Dust collector Stack withheight 30 m

Thermo PackHeater 3 Nos 3 Nos - 3 Nos Dust collector &Stack with

height 20 m14 Municipal Solid Waste Management:

S.No Waste

Quantity (kg/day) Collectionmethod

Treatment / disposalmethodExisting Proposed

ExpansionAfter

Expansion

1 Organic 40.5 8.1 48.6 Bins Municipal bin including foodwaste

2 Inorganic 4.5 0.9 5.4 Bins TNPCB Authorized dealers

3 Ash fromFire wood 8.0 6.0 14.0 Bags Given to local former for

agriculture purpose

4 STPSludge - 1.0 1.0 Bins Dried and used as manure for

green belt developmentTotal 53.0 16.0 69.0

15 Hazardous waste:

Schedule Type of theHazardous waste

QuantityMode of Disposal

Existing ProposedExpansion

AfterExpansion

33.1

Discarded containers/barrels/linerscontaminated withhazardous wastes /chemicals (MTPA)

88 6 94Will be disposed toTNPCB authorized

recyclers

5.2 DG Waste oil(Litre /M) 100 - 100 Re use in Process

(Pine Tar)

Page 13 of 72

- Waste Furnace oil(Litre /M) 1.0 - 1.0 Re use in Process

(Pine Tar)

34.3 ETP Sludge(MTPA) 0.551 0.544 1.095 TNWML,

Gummidipoondi (TSDF)

16 Manpower:Description Permanent TotalExisting 100 100Proposed 20 20Total 120 120

17 Project cost : 1.0 Crore

Page 14 of 72

1.2 Project Chronology:

S.No Year Product Details EC CTE CTO Remarks1 1992

S. No Name of The Products Capacity(MT/Month)

I. Product1 Camphor 75

Sub Total 75II. By Products

1 Camphene 95.02 IsoBornyl Acetate 110.03 IsoBorneal Crude 70.0

Sub Total 275.0III. Intermediates

1 TurpenoleneDipentene 34.02 Rosin Oil 7.03 Spent Sodium Acetate 25.04 Spent Caustic lye 50.0

Sub Total 116Grand Total (I+II+III) 466

-- -- Air Consent Order No.6362, No.T1/CPM(S)/A/F-2185/18490/92-1,

Water Consent Order No. 9026, No.T1/CPM(S)/W/F-2185/20430/92-1, dated;09.06.1992

Commencementof business on27th February1992.

Page 15 of 72

2 1997S. No Name of The Products

ProductionCapacity(MT/Month)

I. Product1 Camphor 54.0

Sub Total 54.0II. By Products

1 Turpeneolene /Dipeniene 24.5502 Rosin Oil 5.0503 Spent Caustic Lye 36.1104 Spent Sodium Acetate 18.0505 Gum Rosin 295.620


1 Turpentine oil 98.475.2 Camphene 68.613 IsoBornyle Acetate 79.444 IsoBorneol Crude 50.55

Sub Total 297.075IV. Rosin Derivatives

1 Esters 15.02 Maleics 15.03 Phenolics 20.04 Rosin size 1005 Other Rosin Derivatives 20.0

Sub Total 170V. Turpentine Derivatives

1 Terperric oil 20.02 Terpeneol 5.0

Sub Total 25.0VI. Other Terpenor products

1 i,eLongifolenes 10.02 D.D Turpentine 10.03 Pine Tar 2.0

Sub Total 22.0Grand Total (I+II+III+IV+V+VI) 947.455

-- -- Water Consent No.9026, proceedings No.R2/TNPCB/F.2185/KPM/W/97 dated;19.09.1997.

Air Consent Order No.6362, proceedingsNo. R2/TNPCB/F-2185/KPM/A/97

1st Expansion

Page 16 of 72

3 2007 S. No Units Existing Capacity(MT/Month)

I. Product1 Camphor 110

Sub Total 110II. By Products

1 Terpeneolene /Dipentene 49.62 Rosin Oil 5.053 Spent Caustic lye 36.114 Sodium Acetate Tri Hydrate 115.5

5 Sodium Acetate as liquor/Alternateto Solid tri hydrate) 193

6 Gum Rosin 295.627 Camphor Oil 2


1 Turpentine oil(Turpentine KATEL) 98.4752 Camphene 1103 IsoBornyl Acetate 1704 Esters 155 Maleics 156 Phenolics 207 Rosin Size 1008 Other Rosin Derivatives 209 Terpenic Oil 2010 Pine Oil (Terpenol) 4011 Longifoluences 1012 Double Distilled Turpentine 1013 Pine Tar 1514 Pine Pitch 6.515 IsoBornyl Crude 110

Sub Total 759.975Grand Total (I+II+III) 1566.855

-- -- Air Order No.17158, proceedings No. No.T11/TNPCB/CHEM/F28572/RL/KPM/07/Adated; 08.10.2007

Water Order No.21121, proceedings No.No.T11/TNPCB/CHEM/F28572/RL/KPM/07/Wdated; 08.10.2007

2nd Expansionapplied on01.08.2005

Consentsreceived on08.10.2007.

Fee receiptindicates thatpayment hasbeen made in2005 isenclosed asAnnexure-XXI

Page 17 of 72

4 2018S.No Units

ExistingCapacity(MT/Month)


AfterExpansion(MT/Month)



1 Terpeneolene/Dipentene 49.6 198.4 2482 Rosin Oil 5.05 4.95 103 Spent Caustic lye 36.11 0 36.11

4 Sodium Acetate TriHydrate 115.5 234.5 350

5Sodium Acetate asliquor/Alternate to Solidtri hydrate)

193 0 193



1 Turpentineoil(Turpentine KATEL) 98.475 - 98.475

2 Camphene 110 220 3303 IsoBornyl Acetate 170 340 5104 Esters 15 0 155 Maleics 15 0 156 Phenolics 20 0 207 Rosin Size 100 0 1008 Other Rosin Derivatives 20 0 209 Terpenic Oil 20 0 2010 Pine Oil (Terpenol) 40 60 10011 Longifoluences 10 0 10

12 Double DistilledTurpentine 10 20 30

13 Pine Tar 15 30 4514 Pine Pitch 6.5 13.5 20

-- -- Proposal for Enhancement ofCamphor(Karpooram) and its Derivatives

3rd Expansion

Page 18 of 72

15 IsoBornyl Crude 110 220 330Sub Total 759.975 903.5 1663.475

Grand Total (I+II+III) 1566.855 1561.35 3128.205

Page 19 of 72

2 INTRODUCTION OF THE PROJECT

2.1 Identification of the Project and Project Proponent

M/s Kanchi Karpooram Limited (KKL) a Public Limited Company is engaged in themanufacture of Camphor and Derivative Products & Incorporated in the year 1992. Unit islocated at S.F. No: 669, 670/2, 672, 674/1 & 676/1, Enadur Village, Parandur Road,Karaipettai Post, Kancheepuram Taluk, Tamil Nadu - 631552., KKL is in this arena for morethan two decades with a proven track record for quality, competitive price and timely supplyof its products. The main product is Camphor which has been well accepted in the market.Besides Camphor and its Derivatives, KKL’s other products such as Gum rosin and RosinDerivatives also enjoy an enviable share in the market including Corporate Clientele.

KanchiKarpooram Limited was originally conceived by Suresh shah, one of the largestconsumers in the country and a leading tableteer of AMBICA brand. He was encouraged inthis vision by some of the directors of M/s Twin city Organics Ltd which was one of two majormanufacturers of Camphor in the country at that time.

Thus, KanchiKarpooram Ltd was incorporated with Suresh shah, his associates and some ofthe directors of M/s Twincity Organics Pvt Ltd and their associates being the initialsubscribers to the memorandum and Articles of Association of the Company. However, witheffect from 31.03.1993 the directors of Twincity Organics PvtLtd disassociated themselvesfrom the project because of non-receipt of term finance assistance from IDBI and pre-occupation with their own business. Thereupon, Shri. Suresh shah who is the main customerof the products which are proposed to be manufactured by the company, decided to goahead with the project by flushing in the required finance himself and by taking intoconfidence his other business associated//friends who area convinced about the company’spotential.

KKL’s (ISO 9001:2008 Certified Company) unit is situated very near Kancheepuram& just70 Km from Chennai, on Chennai - Bangalore highway, thus geographically well connected.KKL’s turnover is around 600Million and well planned to augment the sales in a phasedmanner in the years to come.

2.2 Brief Description of Nature of the Project

M/s Kanchi Karpooram Ltd is engaged with manufacturing of Camphor and its Derivatives.Since it is an Expansion Project for increase for production capacity from 110MT/Month to330 MT/Month within Existing Facility situated at S.F. No: 669, 670/2, 672, 674/1 & 676/1,Enadur Village, Parandur Road, Karaipettai Post, KancheepuramTaluk, Tamil Nadu –631552.

Camphor is a white flaky/crystalline power having high sublimation properties with a meltingpoint approximately 170oC. It is extensively used for pooja purposes and also finds usage inPharmaceuticals, Pesticides as a plasticizer for cellulose nitrates, and in cosmetics. It is alsoused in pain reliving balms, inhalers and Ayurvedic medicines and anti-moth in American,western, European countries. Camphor power is converted into Camphortablets/slabs/lumps by more than 400 SSI & cottage units in unorganized sector in southIndia. Market survey reveals that camphor powder is usually in short supply especially duringseason period (from August to January). Camphor is used mainly for Aarti purposes by

Page 20 of 72

Hindus. The Hindu festivals generally fall during the period of August to January i.e fromGanesh Chaturthi toSabarimala season. There exist a heavy demand to the tune of 2-3times compared to its normal consumption during the period from February to July,

The total land area is 6.95 Acres there is no requirement of additional Land requirement forthe proposed project. The land classified for Industrial purpose. GO obtained from Govt. ofTami Nadu vide GO. No. 526 &704 enclosed as Annexure-II.

The proposed Expansion project envisages increasing the Production capacity from 110MT/Month to 330 MT/Month. The project site is coming under the schedule 5 (f) SyntheticChemicals, category ‘A’ as per EIA Notification 2006 and it Amendments.

2.3 Need for the Project and its importance

M/s Kanchi Karpooram Ltd is engaged with manufacturing of Camphor and its Derivatives.Since it is an Expansion Project for increase for production capacity from 100MT/Month to330 MT/Month within Existing Facility situated at S.F. No: 669, 670/2, 672, 674/1 & 676/1,Enadur Village, Parandur Road, Karaipettai Post, KancheepuramTaluk, Tamil Nadu –631552.

Camphor is a white flaky/crystalline power having high sublimation properties with a meltingpoint approximately 170oC. It is extensively used for pooja purposes and also finds usage inPharmaceuticals, Pesticides as a plasticizer for cellulose nitrates, and in cosmetics. It is alsoused in pain reliving balms, inhalers and Ayurvedic medicines and anti-moth in American,western, European countries. Camphor power is converted into Camphortablets/slabs/lumps by more than 400 SSI & cottage units in unorganized sector in southIndia. Market survey reveals that camphor powder is usually in short supply especially duringseason period i.e. From August to January. Camphor is used mainly for Aarti purposes byHindus. The Hindu festivals generally fall during the period of August to January i.e. fromGanesh Chaturthi to Sabarimala season. There exists a heavy demand to the tune of 2-3times compared to its normal consumption during the period from February to July,

2.4 Demand-Supply Gap

As the demand for camphor is in the search and Kanchi Karpooram Limited is having its unitin Southern part of India where there are major consumers of camphor is envisaged. It isobvious that increase in the product quantity of Karpooram is not only economically viablebut also subscribe to employment opportunities and also additional revenue to thegovernment.

2.5 Import Possibility

The company is successfully exporting one of its bye products namely Sodium AcetateTrihydrate to European countries. The recent visit by our senior management official toEurope has resulted in encouraging the market for the product. Therefore, the export of theproduct is potential and yield foreign exchange to the country.

The company is also exploring the areas of exporting the main product and the company issuccessful in exporting to the neighboring countries. The company is looking forward for theincrease in the exports in the years to come. As regards to import of raw materials, thecompany exercises a minimum street in imports and exports.

Page 21 of 72

2.6 Domestic/Export Markets

The manufacturing unit of the company is located in an area accessible for ports and surfacetransport. The company is well identified with a proven market record of quality product oncompetitive price. The company has edge over the competitors because of the proximity inthe location of the unit which results a better competitive price. Therefore, the company cantake a lion share for the increased demand. As regards to the other products of the companyvis-à-vis dipentene, pine tar, the company has experienced the demand because ofconsumers of these products are very high either in Tamil Nadu or in the proximity closuresof Tamil Nadu. Thus, the market strength of the company is increased thereby the demandhas increased in the production regularly.

2.7 Employment Generation

The Total employment in the existing facility is 100 persons as direct employment and afterexpansion it is envisaged up to 120 persons. Manpower details are given inTable 2-1.

Table 2-1 Man power of the projectDescription Permanent Contractual After Expansion

Existing (Nos) 100 0 100

Proposed (Nos) 20 0 20

Total(Nos) 120 0 120

Page 22 of 72

3 PROJECT DISCRIPTION

To cater the needs of the market, KKL proposes to increase production capacity of theproposed product (Camphor) at its existing unit. The proposed project falls under Category‘A’, Schedule 5(f), Synthetic Organic Chemicals Industry as per the EIA notification datedSeptember 14, 2006 and its amendments. There are no interlinked projects.

M/s Kanchi Karpooram Limited (KKL) a Public Limited Company is engaged in themanufacture of Camphor and Derivative Products & Incorporated in the year 1992. ProjectSituated at S.F. No: 669, 670/2, 672, 674/1 & 676/1, Enadur Village, Parandur Road,Karaipettai Post, KancheepuramTaluk, Tamil Nadu - 631552., KKL is in this arena for morethan two decades with a proven track record for quality, competitive price and timely supplyof its products. The main product is Camphor which has been well accepted in the market.Besides Camphor and its Derivatives, KKL’s other products such as Gum rosin and RosinDerivatives also enjoy an enviable share in the market including Corporate Clientele.

3.1 Project Location

The project site is located in industrial area which land was converted to industrial purposeby Govt, of Tamil Nadu vide G.O.No.526 dated 17.08.1992 &704 dated; 13.11.1992.Enclosed as Annexure-II. The site is situated at S.F. No: 669, 670/2, 672, 674/1 & 676/1,Enadur Village, Parandur Road, Karaipettai Post, KancheepuramTaluk, Tamil Nadu –631552. The site is located nearby (~2.18km) Kancheepuram (District Headquarters) about70 km away from Chennai. The center Coordinates of Plant area: 12°52'38.59"N;79°42'37.27"E & Green belt and Firewood area: 12°52'43.41"N; 79°42'38.41"E. The Projectlocation index map is shown in Figure 3-1 and Satellite Image of the project location isappeared in Figure 3-2.

Figure 3-1 Project Location Index map

Page 23 of 72

Figure 3-2 Satellite Imagery of the Project Site

Figure 3-3 Photo graphs of the TamaraiTangal lake and Canal Passing between Plantarea boundary and Green belt boundary

Page 24 of 72

Figure 3-4 Satellite Imagery (10 km radius) of the project site

Figure 3-5 Satellite Imagery (5.0 km radius) of the project site

Page 25 of 72

Figure 3-6 Satellite imagery (1.0 km radius) of the project site

Figure 3-7 Environmental Sensitive areas within 15 Km of the Project Site

Page 25 of 72



Page 25 of 72



Page 26 of 72

Figure 3-8 Industries demarcated on Google imagery within 15 Km of the Project Site

3.2 Details of Alternate sites considered

Since the proposed project is the production enhancement of Manufacturing of Camphor andits Derivatives, alternate site is not considered. The environmental setting of the existing siteis given in Table 3-1, Existing and proposed Plant layout and proposed plant are shown inFigure 3-9, Industries demarcated within 15 km radius of the project site is show in Figure3-8 & Project photographs are given in Figure 3-10.

Table 3-1Environmental Feature of the existing site within 15 km radiusS.

No. Particulars Details

1. Site Co-ordinates of theproject site

1)Plant area: 12°52'38.59"N; 79°42'37.27"E2)Green belt and Firewood area: 12°52'43.41"N;79°42'38.41"E

2. Elevation 82 m MSL3. Present land use Industrial use as per GO No.526&7044. Nearest Highway NH4 ~ 0.61 Km(SSW)5. Nearestrailway Station New Kancheepuram railway station ~3.09-SSW6. Nearest Airport Chennai International airport~ 49.63 km(ENE)7. Nearest village Kancheepuram District head quarter~ 2.18km(S)8. Nearest major city Kancheepuram District head quarter~ 2.18km(S)9. Type of soil Silty sand with gravel10. Nearest Port Chennai Port ~ 65.87 Km (NE)

Page 27 of 72

S.No. Particulars Details

11. Defense Installations Nil12. Nearest Town Kancheepuram District head quarter~ 2.18km(S)13. Nearest River/

Lakes/DamsS.No Name of the Location Distance

(km) Direction


Lakes1. TamaraiTangal ~0.02 W2. Ponneri Lake ~1.18 SSW3. Thenneri lake ~11.83 E4. Paruthikulam ~2.64 SW5. EkambarswararTemple pond ~3.38 SW6. Vellakulam ~3.35 S7. Sarratheertamkulam ~3.68 SW8. Vellaikulam ~3.90 SW9. Twin pond(RettaiKuttai) ~4.19 SSE10. Thayyarkulam ~5.76 SSW11. Rangaswamykulam ~5.76 S12. Thamaraikulam ~5.51 SE13. Nathapettai Lake ~5.38 SE14. Vaiyavoor Lake ~4.70 SE15. MamandurTank ~12.77 SSW16. Ayyangankulam ~10.92 SW17. LokkolamperiyaEri ~13.74 N18. Keeranallur Lake ~13.02 ENE19. Embar Pond ~13.85 ENE

20. NaickkenkuppamThaangalLake ~13.51 SE

14. Hills & valleys Nil within 15 Km radius of the project15. Routes or facilities used

by the public for access torecreation or other tourist,pilgrim areas &Archeologically ImportantPlaces/ Tourist/Religiousimportance

S. No Places of worships Distance Direction

1. Sri ManikandeswaraSwamy Temple ~9.95 NW2. Najma - Masjid ~10.12 W3. Sri VijayaRaghavaPerumal temple ~9.98 W4. Ekambareswarar Temple ~3.35 SSW5. Sri PachaiVannaPerumal Temple ~3.61 S6. Sri PavalaVannaPerumal Temple ~3.67 S7. Kailasanathar Temple ~4.35 SW8. PandavarPerumal Temple ~4.1 SSW9. Jurahareswar Temple ~3.98 SSW10. Kamachi Amman Temple ~3.99 S11. UlagalanthaPerumal Temple ~4.18 S

Page 28 of 72


12. Kachabeswarar Temple ~4.34 S13. TMN Temple ~5.02 SSW14. Perinba Prayer House ~5.68 SW15. Bodhidharma Temple ~4.47 SSE16. Sathyanateswarar Temple ~5.31 SSE17. Perumal Temple ~5.68 S18. Jerusalem Workship ~6.39 SSW19. Panadudeeswarar Temple ~5.97 S20. Thiruvelakai Temple ~5.99 S21. Manikandeswar Temple ~6.08 SSE22. Narashima Temple ~7.99 SSW23. Sri VaradharajaPerumal Temple ~6.57 SSE24. Punniyakodeswarar Temple ~6.65 SSE25. Mosque ~10.83 SSW26. Thalapureeswarar Temple ~13.4 SW27. Rani Amman Temple ~10.38 SE28. Pallavan Nagar Park ~6.57 SSW29. Kandhan Park ~4.44 SSE

16. Areas occupied bysensitive man-made landusesa). Hospitals

S. No Hospitals Distance Direction1. Upgraded PHC ~10.35 W2. Meenakchi Medical College &

Research Centre ~1.58 SE3. Aringer Anna Cancer Institute ~0.96 SE4. ABCD Hospital ~4.17 S5. Lakshmi Hospital ~4.28 S6. Narbhavi Hospital ~4.35 SW7. Govt Hospital ~5.44 SW8. Surya Clinic ~4.45 S9. CSI Hospital ~4.58 S10. Manohar Hospital ~4.53 SSE11. DKK Hospital ~4.78 S12. Life Care Hospital ~4.7 S13. GovtDist HQ Hospital ~4.78 S14. Vasan Eye Care Hospital ~5.06 S15. Vengudi Hospital ~5.15 S16. K.H. Hospital ~6.35 SSW17. PH Center GH ~5.31 SSE18. PH Centre ~14.44 SSW

b). Schools and colleges S. No Schools and collages Distance Direction1. Park Global School ~8.2 NNW2. P.T.Lee College of Engg& tech ~5.95 NNW3. Jai Mathaajee College of Engg ~3.44 NW4. L&T Safety School ~10.31 ENE5. NarasimmaPallavan Polytechnic

College ~1.96 W6. Pallavan College of Engg ~1.87 W7. University College of Engg ~0.79 WSW8. Janus CBSC School ~7.21 W

Page 29 of 72


9. Govt School ~9.88 W10. Sri Krishna College of Arts &

Science ~6.14 WSW11. TirumalaiEngg College ~5.67 WSW12. Meenakchi Medical College ~1.43 ESE13. Bakthavachalam Polytechnic

College ~0.82 SE14. SCSVMV University ~2.67 SE15. Sri CSV Mahavidyalaya ~2.65 SE16. Sri Sankara Arts & Science

College ~3.07 SE17. Govt Primary School ~3.54 SSW18. Cholan MHSS ~3.42 SSW19. DwarkeshVidhyashram ~3.89 SSW20. SSKV MHSS ~4.15 S21. Guruksetra PS ~4.61 SSE22. Mamallan MHSS ~4.72 SSE23. Janus Global School ~4.74 S24. Kanchi Global School ~4.63 SSW25. Govt. School ~6.15 SSW26. Sanskrit College ~6.43 SSW27. AaduraSpl School ~6.79 S28. Pachaiappaswomens college ~6.25 S29. Bharathidasan MHSS ~7.72 SSW30. Govt MS ~7.69 SE31. Pachaiappas College for Men ~7.47 SE32. Govt HSS ~9.04 SE33. JSN School of Management ~10.12 S34. Dusi Polytechnic College ~10.83 S35. KanchiPallavanEngg College ~11.79 SSW36. AMA College of Engg ~13.45 SW37. Govt HS ~14.36 SSW

c). Industries S.No Industries Distance Direction

1. L&T ECC Tower Testing &Research Station ~10.1 ENE

2. L&T Construction & BusinessCentre ~10.35 ENE

3. Annai Flour Mills (P) Ltd ~10.14 ENE4. Clarient ~8.78 E5. FritzmeierMotherson Cabin Engg ~9.88 E6. MyunghawaAutomotiveindia (P)

Ltd ~10.35 E7. YoeYoe Electronics India (P) Ltd ~11.1 E8. TVS Infrastructure (P) Ltd ~8.27 E9. Prolec GE Works ~6.16 E10. GOMS Powerfab (P) Ltd ~8.43 E11. L&T Rubber Processing ~4.46 ESE12. Prabha Auto Pairs (P) Ltd ~3.09 ESE

Page 30 of 72


13. Prabha Industries ~3.3 ESE14. Kamachi Amman Co-Op Spinning

Mill ~4.45 SE15. Hanchang India (P) Ltd ~14.08 ESE16. Precon Structure (P) Ltd ~13.94 ESE17. HatsunAgro Products Ltd ~2.24 WSW18. Kwality Milk Foods Ltd ~3.06 WSW19. Real Gravure Printers ~2.95 WSW20. Deiva Industries ~6.56 S21. Rajan&Rajan Industries ~7.34 SSW22. Alpha Engg Industry ~7.36 SSW23. Govt Work Shop ~7.46 SSW24. Sri Krishna Industries ~7.55 SSE

d)Common places S. No Common places Distance Direction1. AJS KalyanaMahal ~6.41 WSW2. Railway Station, Kanchipuram ~3.05 S3. East Railwaystation,

Kanchipuram~3.84 SSE

4. Police Station ~3.53 S5. SringeriSaradhaPeetamKalyana

Mandapam~3.81 SSW

6. Sub Post Office ~4.34 SSW7. Taluk Police Station ~4.73 S8. District Sports Stadium ~4.91 SSE9. Head Post Office ~4.93 S10. Taluk Office ~5.61 S11. District Collector Office ~5.98 S12. S.P. Office ~6.1 S13. DIG Office ~6.54 SSW14. Walajabad Railway Station ~14.63 SE

17. Ecologically sensitiveareas (NationalParks/Wild Lifesanctuaries/Bio Spherereserves)

S.No Name of the Location Distance

(km) Direction


Lakes1. TamaraiTangal ~0.05 W2. Ponneri Lake ~1.18 SSW3. Thenneri lake ~11.83 E4. Paruthikulam ~2.64 SW5. Ekambarswarar Temple pond ~3.38 SW6. Vellakulam ~3.35 S7. Sarratheertamkulam ~3.68 SW8. Vellaikulam ~3.90 SW9. Twin pond(RettaiKuttai) ~4.19 SSE

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10. Thayyarkulam ~5.76 SSW11. Rangaswamykulam ~5.76 S12. Thamaraikulam ~5.51 SE13. Nathapettai Lake ~5.38 SE14. Vaiyavoor Lake ~4.70 SE15. MamandurTank ~12.77 SSW16. Ayyangankulam ~10.92 SW17. LokkolamperiyaEri ~13.74 N18. Keeranallur Lake ~13.02 ENE19. Embar Pond ~13.85 ENE


18. Reserved/ProtectedForests within 15Kmradius

Nil within 15 km of the project site

19. Areas susceptible tonatural hazard whichcould cause the project topresent environmentalproblems(earthquakes,subsidence, landslides,erosion, flooding or

extreme or adverseclimatic conditions)

The project location is falls under Zone III (Moderate risk category). Asper the IS:1893 (Part-1) 2002 of Bureau of Indian Standards (BIS) Thereis no susceptible to natural hazards like subsidence, landslides, erosion,flooding or extreme or adverse climatic conditions.Note :Seismic Zone-II : Low riskSeismic Zone-III : Moderate RiskSeismic Zone-IV : High RiskSeismic Zone-V Very high Risk

Page 32 of 72

Figure 3-9 Site Layout of the Project Site

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Figure 3-10 Photographs of the project

3.3 Magnitude of Operation

M/s Kanchi Karpooram Ltd is engaged to manufacturing of Camphor and its Derivatives. Inthe view of fulfilling market requirement, we are proposing enhancement of productioncapacity of Camphor and its Derivatives (110 MT/month to 330MT/month). The existing andproposed Manufacturing details are given in Table 3-2.Products MSDS and raw materialMSDS are enclosed as Annexure- VI & Annexure-VII respectively.

Table 3-2 Product details of the Project for Existing and after Expansion

S. No Units Existing Capacity(MT/Month)




Sub Total 110 220 330II. By Products1 Terpeneolene/Dipentene 49.6 198.4 2482 Rosin Oil 5.05 4.95 103 Spent Caustic lye 36.11 0 36.114 Sodium Acetate Tri Hydrate 115.5 234.5 350

5 Sodium Acetate as liquor/Alternateto Solid tri hydrate) 193 0 193


Sub Total 696.88 437.85 1134.73Page 33 of 72












Sub Total 696.88 437.85 1134.73Page 33 of 72












Sub Total 696.88 437.85 1134.73

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III. Intermediates1 Turpentine oil(Turpentine KATEL) 98.475 - 98.4752 Camphene 110 220 3303 IsoBornyl Acetate 170 340 5104 Esters 15 0 155 Maleics 15 0 156 Phenolics 20 0 207 Rosin Size 100 0 1008 Other Rosin Derivatives 20 0 209 Terpenic Oil 20 0 20

10 Pine Oil (Terpenol) 40 60 10011 Longifoluences 10 0 1012 Double Distilled Turpentine 10 20 3013 Pine Tar 15 30 4514 Pine Pitch 6.5 13.5 2015 Iso Bornyl Crude 110 220 330


3.4 Process Description

Since, it is an Expansion project within the existing facility. The project was designed formanufacturing of Camphor and its Derivatives. The Proposed project is for Expansion ofproduction capacity from 110 MT/Month to 330 MT/month. The process flow diagram isshown in Figure 3-11.The manufacturing Process enclosed as Annexure-XV.

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Figure 3-11 Manufacturing Process Flow Chart

3.5 Raw Materials Requirement

Raw materials like Natural Turpentine, Pipene, Acetic acid and Catalysts are required for theproposed project. List of Raw materials are summarized in Table 3-3and MSDS of rawmaterials are enclosed as Annexure –VII.

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Table 3-3 List of raw material for Existing & Expansion

S.No Raw-Material Name

Raw-MaterialQuantity

(MT/Month)After

Expansion(MT/Month)

Mode of StorageExisting Proposed

1 Oleo Pine Resin 400 0 400 Drums2 Commercial Alpha Pinene

171 349 520Above ground storage tank

3 Alternatively Turpentine Oil Above ground storage tank4 Alternatively Gum Turpentine Above ground storage tank5 Alternatively Camphene 110 0 110 Above ground storage tank6 Acetic Acid 60.5 119.5 180 Above ground storage tank

7Alternatively spent (30%)Acetic Acid for SodiumAcetate

16 0 16 Above ground storage tank

8 Caustic Soda 38.5 81.5 120 Above ground storage tank9 Xylene 9 6 15 Above ground storage tank10 Calcium Hydroxide 0.5 0.5 1.0 bags11 Titanium Di Oxide 0.5 0.5 1.0 bags12 Sodium - Bi - Carbonate 1.5 0.5 2.0 bags13 Copper Carbonate 0.88 1.12 2.0 bags14 Indion Resin - 140 0.025 0.125 0.15 bags15 Hydrochloric Acid 1.0 1.0 2.0 Carbuoy16 Copper Nitrate 1.88 1.12 3.0 bags17 Alternatively Copper 1.25 0 1.25 bags18 Nitric Acid 2.0 0 2.0 Carbuoy19 Sulphuric Acid 0.05 0 0.05 Carbuoy20 Benzene 1.0 0 1.0 Drums21 Activated Carbon 0.5 0.5 1.0 Bags22 Phosphoric Acid 2.8 5.0 Drums23 Emulsifier 0.02 0 0.02 Bags24 Maleic Anhydride 6 0 6.0 Bags25 Bisphenol 'A' 1.5 0 1.5 Drums26 Diethylene Glycol 0.8 0 0.8 Drums27 Glycerine 2.5 0 2.5 Drums28 TriphenylPhosphite (TPP) 0.02 0 0.02 Carbuoy29 Magnesium Oxide (MGO) 0.02 0 0.02 Bags30 Paraformaldehyde 1.5 0 1.5 Bags31 PentaErithritol 3.0 0 3.0 Bags32 Para Tertiary Butyl Phenol 2.0 0 2.0 Bags33 Oxalic Acid 0.4 0 0.4 Bags34 Tolunene 5.0 0 5.0 Drums35 Fumaric Acid 0.5 0 0.5 Bags36 Mineral Turpentine Oil (MTO) 7.5 0 7.5 Drums

Total 849.645 563.565 1413.21

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3.6 Storage Facility for Raw Materials and Products

Adequate storage facilities with optimum inventories are provided for the raw materials andproducts. The raw materials, products and others storage capacities are detailed in belowTable 3-4.

Table 3-4 Details of Storage Facilities

S. No Item Proposed Storage Capacity (MTPM)Existing Proposed After Expansion

1. Raw materials 350 150 5002. Solvents(Xylene) 20 10 303. Products Storage 500 - 500

Total 870 160 1030

3.7 Mode of Transportation

Raw materials and finished products are transported thru trucks by road. The workforce is sourced locally who come to the factory in their own transport

arrangements by road. Fire wood is transported through trucks by road.

3.8 Resource optimization

Wastewater generated in the Cooling Tower is recycled back at source. Saponification washwater is recycled back after treatment.

3.9 Recycling /Reuse of Solvents

Solvents play an essential role in chemical processing for controlling the reaction rate,facilitating heat and mass transfer and enabling product separation and purification, whichcannot be replaced easily with other alternatives. Various Chemicals are proposed to beused during the process of manufacture of the proposed products. There is no recoveredand recycled process are involved. The solvents storage (Existing &Proposed) is detailed inTable 3-5.

Table 3-5 Solvent Storage

S.No

ProposedChemical

NameStorage

ModePetroleum

classificationQuantity(No. of tanks in KL)

Existing Proposed Afterexpansion

1NaturalTurpentineOil

AboveGroundLevel tank

B 5Nos X 27 4 Nos X 805 Nos X 27

4 Nos X 80

2 Xylene B 1 Nos X 20 1 Nos X 10 1 Nos X 201 Nos X 10

3 Acetic Acid - 1 Nos X 40 1 Nos X 25 1 Nos X 401 Nos X 25

4 Caustic soda - 30 - 30Explosive Licenses from PESO are enclosed as Annexure-XX.

3.10 Power Requirements

The existing power requirement is 200 kVA and for the proposed expansion the additionalpower required will be 260 kVA. The Power supply is from Tamil Nadu Electricity Board,TNEB agreement enclosed as Annexure-X.DG set used as an alternate source of power

Page 38 of 72

during power failure. The Power requirement for existing and proposed expansion issummarized in Table 3-6.

Table 3-6 Power requirement details (Existing and after Expansion)


After Expansion

Power Requirement (kVA) 200 60 260

DG Backup- (kVA) 1*250 1*380 1*3801*180 - 1*180

Thermic Fluid heaters (TFH): Firewood heaters 1x 1.74 MW (1 nos).

3.11 Fuel Requirements

Diesel and Fire wood are the major fuels for Existing and Proposed expansion facility. Thedetails of fuels and their quantities are given in Table 3-7.

Table 3-7 Fuel Requirement Details (Existing &Proposed Expansion)

S. No DetailsCapacity

Source Fuel forExisting Proposed AfterExpansion

1 Fire wood( MT/Month) 300 100 400 Local

SuppliersFuel for TFH1 x 1.74 MW

2 Furnace oil(KL/Month) 13.8 - 13.8 Local

Suppliers

Ignition offirewood to

For TFH 1 x 1.74MW

3 Diesel (HSD)liters/Month 300 - 300

HP/BPCL/IOCL/Relia

nceFuel for DG set

3.12 Manpower

KKL Currently provides employment for about 100 employees which includes employees onroll and contract workmen. After expansion, the company will additionally employ around 20employees. The Manpower details are provided in Table 3-8.

Table 3-8 Man power of the projectDescription Permanent Contractual After Expansion

Existing (Nos) 100 0 100

Proposed (Nos) 20 0 20

Total(Nos) 120 0 120

3.13 Water Requirement

The total water requirement for Existing is 28.1 KLD (fresh water 21.2 KLD and treated water6.9KLD). Water requirement for Proposed will be 110 KLD (fresh water 79.0 KLD andtreated water 32.0 KLD).

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Water requirement for Construction phase is zero, since it is a product enhancement withinthe existing facility. Proposal for enhancement of Camphor production capacity from 110MT/Month to 330 MT/Month. No additional construction activities are proposed.

The water requirement will be met from existing bore well (2Nos) within project site. Waterbalance chart for the Existing facility is show in Figure 3-12and enclosed as Annexure VIII&water balance chart for the proposed expansion is appended in Figure 3-13and alsoenclosed as Annexure IX.

3.13.1 Existing Water Requirement:

The total water requirement for existing is 28.1 KLD Water balance chart for the Existingfacility is show in Figure 3-12enclosed as Annexure VIII. Existing water requirement andbreak up details given in Table 3-9.

Table 3-9 Existing water Requirement

S.No


Water requirement(KLD) Wastewater

generation Loss RemarksFreshwater

Treatedwater

1 Cooling &Boiler feed 5.0 5.0 - 1.0 4.0 1 KLD of wastewater

is sent to ETP


Wastewater fromsaponificationwashings is beingused for Greenbeltafter treatment.


Wastewater is beingsent to Solarevaporation pondafter treatment inETP

4 Domesticusage 9.0 9.0 - 7.0 2.0

Wastewater is beingdisposed to septictank followed bysoak pit.

5 Green Belt 6.9 - 6.9 - -Treated water fromETP is being usedfor Green Belt.

Total 28.1 21.2 6.9 15.2 6.0

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Figure 3-12 Water balance chart for the Existing facility

3.13.2 Water requirement for Proposed Expansion

The total water requirement for Operation Phase will be 111.0 KLD (fresh water is 79.0 KLDand treated/recycled water is 32.0 KLD). Water balance chart for the proposed expansion is

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show in Figure 3-13 and enclosed as Annexure IX. Water requirement and break up detailsgiven in Table 3-10.

Table 3-10 Water requirement and breakup for proposed expansion

S. No DetailsTotal

requirement

Water requirements WastewaterGeneration Loss

RemarksFreshwater

Treatedwater

1RO forCoolingTower

60 60 -

Ro Reject15.0

43

RO Reject will TDS is<2000 mg/l it will usedfor UtilitiesCT Blow down will besent to ETP

CT blowdown 2.0


Wastewater will sendto ETP treated water

will used for Greenbelt

4 Domestic 9.0 9.0 8.0 1.0

10 KLD of STP isproposed forexpansion project.Treated water will beused for Green Belt.

5 Green Belt 27 - 27 - -

Ro Reject, Treatedwater from ETP&Treated water fromSTP will used forGreen Belt

6 Fire waterStorage tank 2.0 - 2.0 -

Ro Reject will used forFirewater storagemake up

7 Floor & Areawashings 3.0 - 3.0 - Ro Reject will used for

Floor &Area washingsTotal 111.0 79.0 32 19.5 44.5

Total requirement for proposed expansion is 111.0 KLD Fresh water requirement: 79.0 KLD Recycled water will be 32.0 KLD. No fresh water required for Green Belt, Fire water storage tank makeup and Floor washings.Note: Ro Reject water will have TDS <2100mg/l. It will used for utilities.Existing Wastewater Test reports enclosed as Annexure-XIX.

Page 42 of 72

Figure 3-13 Water balance chart for the proposed expansion

3.14 Liquid waste management

3.14.1 Industrial Effluent Treatment:

Industrial Effluent generation and ETP Details are given in Table 3-11.

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Table 3-11 ETP details for Existing and proposed

S .No Description Ind. EffluentGeneration Treatment Units Disposal

1 Existing(KLD) 8.2 ETP Green belt & Solar pans

2 Proposed(KLD) 11.5 ETP

Wastewater will be treated in Existing 20KLD capacity of ETP.Treated wastewater will be used forGreen Belt

3.14.2 Existing:

o Total water requirement for existing is 28.1 KLD, sourced from existing bore wells withinproject site.

o Cooling tower feed is 5.0 KLD. Blow down is 1.0 is send to dedicated Effluent TreatmentPlant.

o Process washings: Saponification washings (6.5KLD) is being used for Green belt.o Softener regeneration 0.7 KLD is sent to Solar Evaporation Ponds.o Sludge disposed as per TNPCB norms.o A domestic use is 9.0 KLD is disposed to septic tank followed by soak pit.

3.14.3 Proposed:

o Total water requirement for Expansion is 111.0 KLD, sourced from existing bore wellwithin project site.

o RO System feed is 60 KLDo RO Permeate water is 45 KLD it will used for Cooling towero RO Reject is 15 KLD will be used for Utilities.o Blow down is 2.0 KLD& Saponification washings is 9.5 KLD will send to dedicated

Effluent Treatment Plant.o Sludge disposed as per TNPCB norms.o 10 KLD of STP is proposed for Expansion project.

Flow diagram of Effluent Treatment Plant of the Project is shown in Figure 3-14.

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Figure 3-14 Effluent Treatment System Flow diagram

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3.14.4 Sewage Treatment

Existing domestic wastewater is being sent to septic tank fallowed by soak pit. 10KLD ofSTP is proposed for proposed expansion. The existing and proposed Domestic wastewaterdisposal details are given in Table 3-12. Package STP for Proposed Expansion issummarized in Sectional view of Package Sewage Treatment Plant is given in Figure3-15.Process Description of Package Sewage Treatment Plant is shown in Figure 3-16.

Table 3-12 Domestic Wastewater Generation and Management

S. No DescriptionDomestic




Units Disposal

1 Existing(KLD) 9.0 8.0 -

SepticTank

followedby soak pit

Disposed into septic tankfollowed by soak pit

2 Proposed(KLD) 9.0 8.0 7.0 STP

Treated sewage will be usedfor green belt1.0 kg/day sludge generatedfrom STP will be used asManure for Green belt

Table 3-13 Package STP Inlet &outlet characteristics of domestic wastewater

Page 46 of 72

Figure 3-15Sectional View of Package Sewage Treatment Plant

3.14.5 Process Discription of Package Sewage Treatment Plant:

Figure 3-16 Process explanation of Package STP

Page 47 of 72

3.15 Air Pollution Control Measures

1. The discharge of emissions from the additional air pollution sources will be passedthrough the air pollution control equipment (Stack) and discharged through stack.

2. Ambient Air quality of the premises conforms to the national ambient air qualitystandards specified in environmental (protection) rules.

3. Emissions are analyzed on monthly basis. Test reports enclosed as Annexure-XIX.

The Air Pollution Control measures are summarized in Table 3-14.

Table 3-14 Air Pollution Control Measures (Existing and Proposed Expansion)

DetailsCapacity

APCStack

Height inmeters(AGL)

GaseousDischarge

(Nm3/h)Existing Proposed Afterexpansion

DG PowerBack up(KVA)

1*250 1*380 1*380 Stack 12 1892

1*180 - 1*180 Stack 7.5 -

Steam Boiler(Not in Use) 1*T/Hr - - Stack 20 -

TFH (WoodFire Heater) 1 x 1.74 - 1 x 1.74 Stack with

Dust collector 30 48640

Air Pollution Control Measures: The emissions will be SO2 and NOx where adequate stack height is provided as per the

TNPCB Norms to ensure proper dispersion of these pollutants and also inbuilt acousticenclosure is provided in order to meet the National Ambient Air Quality standardsprescribed by CPCB.

2.30 acres (33.1%) of Green Belt is developed &maintained. This will mitigate theemissions.

Ash generation from fire wood is 8 kg/day in existing &14 kg/day after expansion. Ashfrom fire wood is also being taken by farmers to be used in their fields. Partial quantity isbeing used to Green belt within project.

3.16 Waste Management and Disposal Method

3.16.1 Municipal Solid Waste Management

3.16.1.1 Construction Phase

Since, it is an expansion project within the existing facility. The proposed expansion is forproduction enhancement of Camphor production capacity from 110 MT/Month to 330MT/Month. There is no Additional constructions are proposed.

3.16.1.2 Operation Phase

Municipal Solid Waste generation for existing facility is 53 kg/day and 69.0 kg/day (STPSludge 1.0 kg/day will be used as manure for green Belt) will be generated afterexpansion and will be disposed off into local municipal bins.

Ash generation from fire wood is8 kg/day (existing), 14 kg/day (After expansion) Ash from fire wood is also being taken by farmers to be used in their fields.

Page 48 of 72

Sludge from ETP is send to TSDF

Table 3-15 Solid Waste Generation and Management (Existing &Proposed Expansion)

S. No WasteQuantity (kg/day) Collection

methodTreatment / disposal

methodExisting ProposedExpansion

AfterExpansion

1 Organic 40.5 8.1 48.6 Bins Municipal bin includingfood waste

2 Inorganic 4.5 0.9 5.4 Bins TNPCB Authorizeddealers

3 Ash fromFire wood 8.0 6.0 14.0 Bags Given to local former for

agriculture purpose

4 STP Sludge - 1.0 1.0 BinsDried and used asmanure for green beltdevelopment

Total 53.0 16.0 69.0Note: Manpower- Existing: 100 Nos, after Expansion: 120 Nos,

As per CPCB guidelines: MSW per capita/day =0.45

3.16.2 Hazardous Waste Management

The Hazardous wastes will be stored in isolated area above concrete platform under roofedshed. These wastes will be segregated & stored and will be disposed off by giving it to theTNPCB authorized dealers/recycler/TSDF within a stipulated period of time (90 days).

The high calorific value waste like used filter cloth etc. will be sent to TSDF (TNWML,Gummudipoondi). Hazardous waste materials will be properly disposed as per theHazardous and Other wastes (Management, Handling and Transboundary Movement) Rules2016. Agreement will be made with TSDF approved dealers for safe disposal of hazardouswastes. Agreement for Hazardous waste disposal is enclosed as Annexure-XI. The type ofhazardous waste and the quantity generated are detailed in Table 3-16.

Table 3-16 Hazardous Waste Generation and Management

Schedule Type of theHazardous waste

QuantityMode of Disposal

Existing Proposed AfterExpansion

33.1

Discarded containers/barrels/linerscontaminated withhazardous wastes /chemicals(MTPA)

88 6 94Will be disposed toTNPCB authorizedrecyclers

5.2 DG Waste oil(Litre /M) 100 -- 110 Re use in Process

(Pine Tar)

- Waste Furnace oil(Litre /M) 1.0 -- 1.0 Re use in Process

(Pine Tar)

34.3 ETP Sludge(MTPA) 0.551 0.544 1.095 TNWML, Gummidipoondi

(TSDF)

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4 SITE ANALYSIS

4.1 Connectivity

The project site is located at Sy. No. 669, 670/2, 672, 674/1 &676/1 Parandur Road,Karaipettal Post, Enadur village, Kancheepuram Tehsil, Kancheepuram District, Tamil Naduand the Project connectivity shown in Table 4-1. Project site Boundary coordinates are givenin Table 4-2.

Table 4-1 Connectivity of the project site

S.No Description Name of the connectivity Distance(km) Direction

1. Nearest Highway NH-4 ~ 0.61 SSW

2. Nearest State Highway SH-58 ~ 2.21 W

3. Nearest Railway Station New Kancheepuram railway station ~ 3.09 SSW

4. Nearest Airport Arignar Anna International AirportChennai, Tamil Nadu ~ 49.63 ENE

5. Nearest seaport Chennai(CITPL) ~ 65.87 NE

6. Nearest major city Kancheepuram District head quarter ~ 2.18 S

Table 4-2 Geographical Locations of the Existing Project Site

Site Point Geographical Co OrdinatesLatitude Longitude

1 12°52'40.80"N 79°42'36.21"E2 12°52'40.66"N 79°42'37.25"E3 12°52'40.76"N 79°42'38.18"E4 12°52'40.39"N 79°42'39.25"E5 12°52'35.93"N 79°42'38.21"E6 12°52'36.53"N 79°42'36.09"E7 12°52'36.63"N 79°42'36.14"E8 12°52'36.91"N 79°42'35.10"E9 12°52'41.31"N 79°42'36.24"E10 12°52'41.02"N 79°42'36.94"E11 12°52'41.04"N 79°42'38.27"E12 12°52'40.81"N 79°42'39.41"E13 12°52'42.45"N 79°42'40.08"E14 12°52'43.10"N 79°42'39.86"E15 12°52'45.56" N 79°42'40.08"E16 12°52'46.97"N 79°42'39.97"E17 12°52'47.33"N 79°42'39.49"E18 12°52'46.51"N 79°42'39.48"E19 12°52'46.85"N 79°42'37.92"E

Page 50 of 72

4.2 Land Form, Land use & Land ownership

The proposed expansion project is situated at S.F. No: 669, 670/2, 672, 674/1 & 676/1,Enadur Village, Parandur Road, Karaipettai Post, Kancheepuram Taluk, Tamil Nadu -631552. The total land area is 6.95 acres located at ~2.18 km (South) away from Districtheadquarter is Kancheepuram. Land ownership documents enclosed as Annexure I. Theproject site area is allotted for industrial use GOs (GO. No 526 &704) obtained from Govt. ofTamil Nadu is enclosed as Annexure II.

The area break up details of the project area is given in Table 4-3, the site layout is enclosedas Annexure XII.

Table 4-3 Land Area Break up detailsS.No Description Existing Proposed After Expansion


1

Built up Areaa)Factory shed 1.64 6610.83

30.8 Nil

1.64 6610.83

30.8b)Parking 0.01 53.28 0.01 53.28c)Roads 0.49 1989.21 0.49 1989.21

Sub Total(a+b+c) 2.14 8653.32 2.14 8653.322 Green Belt 2.30 9330.0 33.1 Nil 2.30 9330.0 33.1


4 Vacant Land 0.86 3484.31 12.4 Nil 0.86 3484.31 12.4Total (1+2+3+4) 6.95 28125.65 100 0 6.95 28125.65 100

Total Land Area: 6.95 Acres (28125.65 Sq. m) Built up Area: 8653.32 Sq. m

Proposed Built up Area is zero, since it is an expansion project within the existing facility.

Existing &Proposed green belt area: 2.30 (33.1%)

Fire wood storage area for proposed expansion is 6658.02 sq. m (23.7%)

4.3 Topography of the District

The District has an average elevation of 83.2 m (273 ft) above sea level. The land aroundKancheepuram is flat and slopes towards the south and east. The coastal border has alength of 87.2km, with a breadth ranging from four to six hundred meters. Superficially, thecoast is flat and sandy. The river alluvium is transported and is seen in coastal area of thisdistrict. Sandy coastal alluvial (erinaceous soil) occurs along the seacoast as a narrow belt.The project site falls under an elevation of 82 m above the mean sea level and the studyarea contours vary from 60 m to 80 above MSL. While the remaining areas showedvariations with respect to contours.

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Figure 4-1Topo Map of the Project Site

Page 52 of 72

4.3.1 Geomorphology of PIA District

In general, land around Kancheepuram district is flat with average elevation of 83.2 m (273ft) above sea level. The prominent geomorphic units identified in the district throughinterpretation of satellite imagery are i) Chengalput-Tirukkalukkunram Surface (Erosional) ii)Palar Surface (fluvial) and iii) Mamallapuram (Mahabalipuram) surface (Marina) etc.

The coastal plain extends as a narrow stretch for about 87.2 km along the Bay of Bengal.The coastal plain displays a fairly low level or gently rolling surface and only slightly elevatedabove the local water surfaces on rivers. The coastal landforms include estuarine tidal, mudflats or lagoons and salt marsh etc.

Top map of the proposed project site is given in Figure 4-1.1.0Km radius Satellite Image ofproject site is shown in Figure 3-6, 5.0 km radius satellite image of the project site is shownin Figure 3-5and 10.0 km radius satellite image of the project site is given inFigure 3-4.

4.4 Existing Land use Pattern

The land use of the Existing project area is for industrial use hence there will be no changein land use pattern. Land conversion GOs are enclosed as Annexure –II. Land ownershipdocument is enclosed as Annexure-I.

4.5 Environmental Sensitivity of the Project site within 15 km radius

Environmental Sensitivity areas of the project site within the 15 Km radius of the project siteare summarized in Table 4-4.

Table 4-4 Environmental Sensitivity and Features of the Project Site within 15kmradius

S. No. Particulars Details1. Site Co-ordinates of the

project site1)Plant area: 12°52'38.59"N; 79°42'37.27"E2)Greenbelt and Firewood area: 12°52'43.41"N;79°42'38.41"E

2. Elevation 82 m MSL3. Present land use Industrial use as per GO No.526&7044. Nearest Highway NH4 ~ 0.61 Km (SSW)5. Nearest railway Station New Kancheepuram railway station ~3.09-SSW6. Nearest Airport Arignar Anna International Airport Chennai ~ 49.63 km(ENE)7. Nearest village Kancheepuram District head quarter~ 2.18km(S)8. Nearest major city Kancheepuram District head quarter~ 2.18km(S)9. Type of soil Silty sand with gravel10. Nearest seaport Chennai(CITPL)~ 65.87 Km (NE)11. Defense Installations Nil within 15 km radius12. Nearest Town Kancheepuram District head quarter~ 2.18km(S)13. Nearest River/

Lakes/DamsS.No Name of the Location Distance

(km) Direction

Rivers1 Palar river ~8.26 S2 Kusithalai river ~14.20 NW3 Vegavati river ~5.75 SSW

Lakes1. TamaraiTangal ~0.05 W2. Ponneri Lake ~1.18 SSW

Page 53 of 72

S. No. Particulars Details3. Thenneri lake ~11.83 E4. Paruthikulam ~2.64 SW

5. Ekambarswarar Templepond ~3.38 SW

6. Vellakulam ~3.35 S7. Sarratheertamkulam ~3.68 SW8. Vellaikulam ~3.90 SW9. Twin pond(RettaiKuttai) ~4.19 SSE10. Thayyarkulam ~5.76 SSW11. Rangaswamykulam ~5.76 S12. Thamaraikulam ~5.51 SE13. Nathapettai Lake ~5.38 SE14. Vaiyavoor Lake ~4.70 SE15. MamandurTank ~12.77 SSW16. Ayyangankulam ~10.92 SW17. LokkolamperiyaEri ~13.74 N18. Keeranallur Lake ~13.02 ENE19. Embar Pond ~13.85 ENE


14. Hills & valleys Nil within 15 Km radius of the project15. Routes or facilities used

by the public for accessto recreation or othertourist, pilgrim areas &ArcheologicallyImportant Places/Tourist/Religiousimportance


(km) Direction

1. Pallavan Nagar Park ~6.57 SSW2. Kandhan Park ~4.44 SSE3. Sri Ekambareswara Temple ~3.28 SSW4. Sri Kailasanathar Temple ~4.38 SSW

5. Sri VaradarajaPerumalTemple ~6.58 SSE

6. Sri KamakshiAmma temple ~3.94 S7. Sri Ulangalandar Temple ~4.21 SSW

8. Sri VaikundaPerumalTemple ~6.58 SSE

9. Sri VijayaraghavaPerumalTemple ~9.87 WSW

10. Sri kacchapaeswarar Temple ~3.94 SSW

11.JainTempleTirupparuthikkundavan Temple

~6.02 SW

12. Sri SubramanyaswamyTemple ~4.31 SSW

13. Areas occupied bysensitive man-madeland uses (hospitals,schools, places ofworship, communityfacilities)


(km) Direction

1. Pallavan Nagar Park ~6.57 SSW2. Kandhan Park ~4.44 SSE

3. BhaktavatsalamPolytechcollege ~0.81 SE

4. University of college ofEngg.Kancheepuram ~0.62 WSW

5. Arignar Anna Memorial ~1.60 SE

Page 54 of 72

S. No. Particulars DetailsCancer Hospital

6. JSN School Of Management ~10.18 SSE7. Meenakshi medical college ~1.46 ESE

8. Pallavan college ofEngineering ~1.84 SSW

9. Arulmigumeenakshiammamcollege of Engineering ~13.53 SSW

10. Park global school ofbusiness school ~8.46 NNW

11. Ecologically sensitiveareas (NationalParks/Wild Lifesanctuaries/Bio Spherereserves)


(km) Direction

Rivers1 Palar river ~8.26 S2 Kusithalai river ~14.20 NW3 Vegavati river ~5.75 SSW

Lakes1. TamaraiTangal ~0.05 W2. Ponneri Lake ~1.18 SSW3. Thenneri lake ~11.83 E4. Paruthikulam ~2.64 SW5. Ekambarswarar Temple pond ~3.38 SW6. Vellakulam ~3.35 S7. Sarratheertamkulam ~3.68 SW8. Vellaikulam ~3.90 SW9. Twin pond(RettaiKuttai) ~4.19 SSE10. Thayyarkulam ~5.76 SSW11. Rangaswamykulam ~5.76 S12. Thamaraikulam ~5.51 SE13. Nathapettai Lake ~5.38 SE14. Vaiyavoor Lake ~4.70 SE15. MamandurTank ~12.77 SSW16. Ayyangankulam ~10.92 SW17. LokkolamperiyaEri ~13.74 N18. Keeranallur Lake ~13.02 ENE19. Embar Pond ~13.85 ENE


12. Reserved/ProtectedForests within 15Kmradius

Nil within 15 km of the project site

13. Areas susceptible tonatural hazard whichcould cause the projectto presentenvironmental problems(earthquakes,subsidence, landslides,erosion, flooding or

extreme or adverse

The area comes under seismic Zone-III (Moderate Risk). There is nosusceptible to natural hazards like subsidence, landslides, erosion,flooding or extreme or adverse climatic conditions.Note :Seismic Zone-II : Low riskSeismic Zone-III : Moderate RiskSeismic Zone-IV : High RiskSeismic Zone-V Very high Risk

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S. No. Particulars Detailsclimatic conditions)

4.6 Land use pattern of the Study Area

Total Project Study Area is 318.77 Sq.km. Land Use /Land Cover statistics of 10km radius ofthe Study Area is given in Table 1-1. Land use Land Pattern of the Project Study Areashown in Figure 4-2.LULC map of the Study area is given in Figure 4-3.

Table 4-5 Land Use/Land Cover statistics of 10 km radius of the Study Area

Description Total Project Study Area: 318.77 Sq.Km% Sq. Km Acre Ha.

Cropland 43.97528 140.18 34639.18 14018Fallow land 24.34357 77.6 19175.35 7760Reservoirs/ Lakes/ Ponds 20.8332 66.41 16410.24 6641River/ Stream/ Canals 3.84917 12.27 3031.978 1227Urban 3.400571 10.84 2678.618 1084Rural 2.155159 6.87 1697.611 687Scrub land 0.834457 2.66 657.2993 266Salt affected land 0.335665 1.07 264.4024 107Plantation 0.153716 0.49 121.0815 49Sandy Area 0.119208 0.38 93.8999 38

Figure 4-2 Land use Land Pattern of the Project Study Area

24.34%

20.83%

3.84% 3.40% 2.16%0.84%

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43..98%

0.84% 0.34%0.15%

0.12%

33.68% Cropland

Fallow land

Reservoirs/ Lakes/ Ponds

River/ Stream/ Canals

Urban

Rural

Scrub land

Salt affected land

Plantation

Sandy Area

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Reservoirs/ Lakes/ Ponds

River/ Stream/ Canals

Salt affected land

Page 56 of 72

Figure 4-3 Land use Land Cover map of the study area

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4.7 Existing infrastructure

Sanitation facility like office room, rest room and canteen are provided to the employees.

The site layout is shown in Figure 3-9&enclosed as Annexure-XII.

4.7.1 Land

The total area of the project site is 6.95 Acres (28125.65 sq. m) situated at ~2.18 km(South)away from District headquarter is Kancheepuram. This is an expansion project withinexisting facility. To meet the market demand, proposed augmentation of Camphorproduction from 110 MT/Month to 330 MT/Month has been proposed. Land ownershipdocuments enclosed as Annexure I. The project site land is converted for industrial use,land conversion GO are obtained from Govt. of Tamil Nadu is enclosed as Annexure II.

The area break up detail for existing & expansion are given in Table 4-6, the existing &expansion site layout is shown in Figure 3-9 respectively.

Table 4-6 Land Area Break up DetailsS.No Description Existing Proposed After Expansion


1

Built up Areaa)Factory shed 1.64 6610.83

30.8 Nil

1.64 6610.83

30.8b)Parking 0.01 53.28 0.01 53.28c)Roads 0.49 1989.21 0.49 1989.21

Sub Total(a+b+c) 2.14 8653.32 2.14 8653.322 Green Belt 2.30 9330.0 33.1 Nil 2.30 9330.0 33.1


4 Vacant Land 0.86 3484.31 12.4 Nil 0.86 3484.31 12.4Total (1+2+3+4) 6.95 28125.65 100 0 6.95 28125.65 100

Total Land Area: 6.95 Acres (28125.65 Sq.m)

Existing Built up Area: 8653.32 Sq.m

Proposed Built up Area is zero, since it is an expansion project within the existing facility.

Existing Green belt area: 2.30(33.1%)

Fire wood storage area for proposed expansion is 6658.02 sq.m(23.7%)

4.7.2 Buildings

Total factory footprint is divided into various sections like Production Blocks, Engineering,

Warehouses, Administration, Canteen, Toilets etc. There is adequate space & provision for

operations. Building components are given in Table 4-7.

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Table 4-7 Details of Built up areaS. No. Description Area (Sq. m) Area (Acre)

1 Ground floor Constructed area (includingparking and Roads) 7386.76 1.83

2 First floor (Admin Building) 87.86 0.02

3Factory Mezzanine1st floor Plan(Rosin Plant)

303.29 0.07

4Factory Mezzanine (Camphor Plant)2nd floor PlanStaircase area

386.09 0.10

5Factory Mezzanine (Camphor Plant)1st floor PlanStaircase area

489.32 0.12

Total 8653.32 2.14

4.7.3 Plant Machinery & Utilities

The Plant Facilities have been designed and set up with the objective to carry out almost allchemical reactions and processes. Details of plant and machinery and utility equipmentsused for the production. The list of Plant and Machineries for existing and proposed projectare given in Table 4-8.

Table 4-8 List of Machinery & Equipments

S. No Description of Main Machineries Capacity(Nos & Capacity) After ExpansionExisting Proposed1. Gum Turpentine/Pinene SS Column 1* 1000 mm -- --

2. Isomerisation reactor 2 * 6 KL 1*12 KL 2 * 6 KL1*12 KL

3. Camphene Fractionation SS Column 1* 1000 mm -- --

4. Campene Esterification reactor 3* 6 KL 1*12 KL 3* 6 KL1*12 KL

5. Crude Isobornyl acetate fractioncolumns 2*500mm 1*700mm

1*500mm1*700mm1*500mm

6. Saponification(Isobornyl acetate)reactor 2*6 KL 3 *12 KL 3 *12 KL

7. Cooling Tower 300m3/hr 400 m3/hr 400 m3/hr

8. Dehydrogenation reactor 3* 3KL1* 7KL 2* 12 KL 2* 12 KL

9. Camphor Distillation SS PackedColumn - 2 Nos 2 Nos

10. De bottlenecking Activities10.1 Saponification of (Isobornyl

acetate &washing reactor -- 1*12 KL 1*12 KL

10.2 Dehydrogenation MS reactor 3*2KL1*7KL 2*12KL 2*12KL

11. Thermic Fluid Heater 1*1.74MW/hr - 1*1.74MW/hr12. Fire water Pump 150m3/hr - 150m3/hr

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Table 4-9 Process-Resource Conservation Systems for Proposed ExpansionS. No Name of the system

1 DCS Systems2 HDPE Cooling water circulation system3 Additional Cooling condenser for Xylene4 Chilling Plant to prevent loss of xylene and Acetic acid

4.7.4 Fire &Safety System

Table 4-10 Fire &Safety Systems for Existing and ProposedS. No Name of the equipment Qty (Nos)

1 Fire Extinguishers 502 Sand Buckets 1003 Sand pits 5.04 Fire Hydrant Points 105 Fire Hydrant Pumps 150m3/hr6 Fire Hose(30M) REEL 107 First Aid 28 Fire siren alarm(Electrical) 29 Fire Alarm(Manual Bell) 110 Water storage tank 1 150m3 underground sump11 Water storage tank 2 30 m3 underground sump

Figure 4-4 Existing Fire Hydrant System

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4.7.5 Rain water harvesting facility layout

The rain water harvesting was developed and maintained as per norms. The Existing&

Proposed Plant layout is shown in Figure 3-9.

4.8 Soil Classification

Soils have been classified into 1) clayey soil, 2) red sandy or red loamy soil 3) Red sandybrown clayey soil and 4) Alluvial soil. Of the above soils, brown clayey soil is the mostpredominant, covering more than 71 percent of the areal extent of Kancheepuram district.Alluvial soils are found on the banks of Palar, Cheyyar and other rivers. The river alluvium istransported and is seen in coastal area of this district. Sandy coastal alluvial (arenacioussoil) occurs along the seacoast as a narrow belt)

4.9 Climatic data from Secondary sources

Kancheepuram is located in coastal area the climate here is warm and humid all through theyear. The summer temperature ranges between 23.5° to 38.0°C with dry and clear blue sky.The summer season of Kancheepuram is generally expected from March to May and it is themost predominant season. Kancheepuram district receive little rainfall from South westmonsoon between June to August and Heavy rainfall from North East monsoon fromOctober to December. The average annual rainfall is about 1442 mm. winter inKancheepuram is heavily influenced by the north-east monsoons.(Source: IMD_Chennai (Minambakkam)(A) 1971-2000)

Table 4-11 Meteorological Observations (Annual)S. No Parameter Observation

1 Wind Direction SW to NE2 Mean wind Speed 3.43 m/sec3 Annual Average Rainfall 1442 mm5 Temperature Range Max. Temp: 23.5°C; Min. Temp: 38.0°C6 Average Temperature 38°C7 Humidity Range (24hr) 70-85 %8 Cloud cover Partly cloudy

4.10 Social Infrastructure available

Social infrastructure available like religious places, schools and colleges and commonplaces & industries within 15 km radius of the project are given in Table 4-12, Table 4-13,Table 4-14, Table 4-15 & Table 4-16 respectively.

Table 4-12 Religious PlacesS.No Places of worships Distance Direction

1. Sri ManikandeswaraSwamy Temple ~9.95 NW2. Najma - Masjid ~10.12 W3. Sri VijayaRaghavaPerumal temple ~9.98 W4. Ekambareswarar Temple ~3.35 SSW5. Sri PachaiVannaPerumal Temple ~3.61 S6. Sri PavalaVannaPerumal Temple ~3.67 S7. Kailasanathar Temple ~4.35 SW

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8. PandavarPerumal Temple ~4.1 SSW9. Jurahareswar Temple ~3.98 SSW10. Kamachi Amman Temple ~3.99 S11. UlagalanthaPerumal Temple ~4.18 S12. Kachabeswarar Temple ~4.34 S13. TMN Temple ~5.02 SSW14. Perinba Prayer House ~5.68 SW15. Bodhidharma Temple ~4.47 SSE16. Sathyanateswarar Temple ~5.31 SSE17. Perumal Temple ~5.68 S18. Jerusalem Workship ~6.39 SSW19. Panadudeeswarar Temple ~5.97 S20. Thiruvelakai Temple ~5.99 S21. Manikandeswar Temple ~6.08 SSE22. Narashima Temple ~7.99 SSW23. Sri VaradharajaPerumal Temple ~6.57 SSE24. Punniyakodeswarar Temple ~6.65 SSE25. Mosque ~10.83 SSW26. Thalapureeswarar Temple ~13.4 SW27. Rani Amman Temple ~10.38 SE28. Pallavan Nagar Park ~6.57 SSW29. Kandhan Park ~4.44 SSE

Table 4-13 Schools and Colleges

S.No Schools and collages Distance Direction1. Park Global School ~8.2 NNW2. P.T.Lee College of Engg& tech ~5.95 NNW3. Jai Mathaajee College of Engg ~3.44 NW4. L&T Safety School ~10.31 ENE5. NarasimmaPallavan Polytechnic College ~1.96 W6. Pallavan College of Engg ~1.87 W7. University College of Engg ~0.79 WSW8. Janus CBSC School ~7.21 W9. Govt School ~9.88 W10. Sri Krishna College of Arts & Science ~6.14 WSW11. TirumalaiEngg College ~5.67 WSW12. Meenakchi Medical College ~1.43 ESE13. Bakthavachalam Polytechnic College ~0.82 SE14. SCSVMV University ~2.67 SE15. Sri CSV Mahavidyalaya ~2.65 SE16. Sri Sankara Arts & Science College ~3.07 SE17. Govt Primary School ~3.54 SSW18. Cholan MHSS ~3.42 SSW19. DwarkeshVidhyashram ~3.89 SSW20. SSKV MHSS ~4.15 S21. Guruksetra PS ~4.61 SSE22. Mamallan MHSS ~4.72 SSE23. Janus Global School ~4.74 S24. Kanchi Global School ~4.63 SSW

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25. Govt. School ~6.15 SSW26. Sanskrit College ~6.43 SSW27. AaduraSpl School ~6.79 S28. Pachaiappaswomens college ~6.25 S29. Bharathidasan MHSS ~7.72 SSW30. Govt MS ~7.69 SE31. Pachaiappas College for Men ~7.47 SE32. Govt HSS ~9.04 SE33. JSN School of Management ~10.12 S34. Dusi Polytechnic College ~10.83 S35. KanchiPallavanEngg College ~11.79 SSW36. AMA College of Engg ~13.45 SW37. Govt. HS ~14.36 SSW

Table 4-14Common PlacesS. No Common places Distance Direction

1. AJS KalyanaMahal ~6.41 WSW2. Railway Station, Kanchipuram ~3.05 S3. East Railwaystation, Kanchipuram ~3.84 SSE4. Police Station ~3.53 S5. SringeriSaradhaPeetamKalyanaMandapam ~3.81 SSW6. Sub Post Office ~4.34 SSW7. Taluk Police Station ~4.73 S8. District Sports Stadium ~4.91 SSE9. Head Post Office ~4.93 S10. Taluk Office ~5.61 S11. District Collector Office ~5.98 S12. S.P. Office ~6.1 S13. DIG Office ~6.54 SSW14. Walajabad Railway Station ~14.63 SE

Table 4-15List of HospitalsS.No Hospitals Distance Direction

1. Upgraded PHC ~10.35 W2. Meenaskhi Medical College & Research Centre ~1.58 SE3. Aringer Anna Cancer Institute ~0.96 SE4. ABCD Hospital ~4.17 S5. Lakshmi Hospital ~4.28 S6. Narbhavi Hospital ~4.35 SW7. Govt. Hospital ~5.44 SW8. Surya Clinic ~4.45 S9. CSI Hospital ~4.58 S10. Manohar Hospital ~4.53 SSE11. DKK Hospital ~4.78 S12. Life Care Hospital ~4.7 S13. Govt.Dist HQ Hospital ~4.78 S14. Vasan Eye Care Hospital ~5.06 S15. Vengudi Hospital ~5.15 S16. K.H. Hospital ~6.35 SSW17. PH Center GH ~5.31 SSE18. PH Centre ~14.44 SSW

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Table 4-16 List of Industries within 15km radius of the Project SiteS. No Industries Distance Direction

1. L&T ECC Tower Testing & Research Station ~10.1 ENE2. L&T Construction & Business Centre ~10.35 ENE3. Annai Flour Mills (P) Ltd ~10.14 ENE4. Clarient ~8.78 E5. FritzmeierMotherson Cabin Engg ~9.88 E6. MyunghawaAutomotiveindia (P) Ltd ~10.35 E7. YoeYoe Electronics India (P) Ltd ~11.1 E8. TVS Infrastructure (P) Ltd ~8.27 E9. Prolec GE Works ~6.16 E10. GOMS Powerfab (P) Ltd ~8.43 E11. L&T Rubber Processing ~4.46 ESE12. Prabha Auto Pairs (P) Ltd ~3.09 ESE13. Prabha Industries ~3.3 ESE14. Kamachi Amman Co-Op Spinning Mill ~4.45 SE15. Hanchang India (P) Ltd ~14.08 ESE16. Precon Structure (P) Ltd ~13.94 ESE17. HatsunAgro Products Ltd ~2.24 WSW18. Kwality Milk Foods Ltd ~3.06 WSW19. Real Gravure Printers ~2.95 WSW20. Deiva Industries ~6.56 S21. Rajan&Rajan Industries ~7.34 SSW22. Alpha Engg Industry ~7.36 SSW23. Govt Work Shop ~7.46 SSW24. Sri Krishna Industries ~7.55 SSE

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5 PLANNING BRIEF

5.1 Planning concept

M/s Kanchi Karpooram (KKL) is engaged in the manufacturing of Camphor and itsDerivatives. Since it is as an Expansion project in existing facility, situated at S.F. No: 669,670/2, 672, 674/1 & 676/1, Enadur Village, Parandur Road, Karaipettai Post, KancheepuramTaluk, Tamil Nadu – 631552. Proposed project is for expansion of Camphor manufacturingcapacity from 110 MT/Month to 330 MT/month. The production details are given in Table5-1.

.Table5-1 Existing & Proposed Production Details

S. No UnitsExistingCapacity

(MT/Month)







193 0 193




2 Camphene 110 220 3303 IsoBornyl Acetate 170 340 5104 Esters 15 0 155 Maleics 15 0 156 Phenolics 20 0 207 Rosin Size 100 0 1008 Other Rosin Derivatives 20 0 209 Terpenic Oil 20 0 2010 Pine Oil (Terpenol) 40 60 10011 Longifoluences 10 0 1012 Double Distilled Turpentine 10 20 3013 Pine Tar 15 30 4514 Pine Pitch 6.5 13.5 2015 IsoBornyl Crude 110 220 330


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5.2 Transportation

The workforce is sourced locally who come to the factory in their own transportarrangements by road.

Raw materials, finished products, Fire wood are transported through trucks by road.

5.3 Population Projection

The Total employment for the existing facility is 100 persons and after expansion is 120persons. The manpower details are given in Table 5-2.

Table 5-2 Manpower Details (Existing and Proposed)

S. No Description Permanent Total1 Existing (Nos) 100 1002 Proposed (Nos) 20 20

Total 120 120

5.4 Land use Planning & Break up

The total land area is 6.95 situated S.F. No: 669, 670/2, 672, 674/1 & 676/1, Enadur Village,Parandur Road, Karaipettai Post, KancheepuramTaluk, Tamil Nadu. The existing plant isestablished in 6.95 acres of land. No Additional land is requirement. Available land area isutilized for building, plant, road and pavement, green belt, etc,.The land break up issummarized in Table 4-3.Built up area details of existing and proposed are shown in Table4-7.

5.5 Assessment of Infrastructure Demand

Since, it is an expansion project within the existing facility. The proposed project is forproduction enhancement of Camphor manufacturing from 110 MT/Month to 330 MT/Month.There is no requirement of new infrastructure facilities for the proposed expansion project.

The existing road facilities are already available which shall be used and maintained. Thelabors requirement is drawn from the nearest villages. Medical facilities are available nearthe project site, government and private hospitals and other basic all amenities are availablein Kancheepuram (District Head Quarter) at a distance of ≃2.18 km towards South side ofthe project area.

5.6 Amenities/Facilities

The existing site is having all sanitary facilities like Canteen facility, Drinking water (SeparateRO system 50L/hr) for employees, Occupational Health Center (OHC) and safe Assemblypoints on emergency and all amenities are available in Kancheepuram (District HeadQuarter) at a distance of ≃2.18 km towards South side of the project area.

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6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area

The project site land is allotted for industrial use. Land conversion GO obtained from Govt. ofTamil Nadu is enclosed as Annexure II & Land ownership documents enclosed asAnnexure-I. As This Proposed project is expansion of Camphor manufacturing capacityfrom 110 MT/Month to 330 MT/Month in the existing facility.

6.2 Residential Area

Since, it is an expansion project within the existing facility. Land conversion GO obtainedfrom Govt. of Tamil Nadu is enclosed as Annexure II. Project site situated at S.F. No: 669,670/2, 672, 674/1 & 676/1, Enadur Village, Parandur Road, Karaipettai Post, KancheepuramTaluk, Tamil Nadu – 631552.

6.3 Green belt

The total Project area is 6.95 acres. 2.30 acres (33.1%) is allotted and maintained as perCPCB norms.

6.4 Social Infrastructure

The project will provide employment to local youth and good supply of products to Domestic& commercial purposes, thus increasing their standard of living and thus helping strengthenthe social infrastructures of the region.

6.5 Connectivity

The project site is well connected to Parandur road adjacent (5.0 meters) to the sitetowardsEast & NH 4 at a distance of ~ 0.61 km towards West and easy access to railway station.The connectivity of the project site is given in Table 6-1.

Table 6-1 Connectivity of the project site

S. No Description Name of the connectivity Distance(km) Direction

1. Nearest Highway NH-4 ~ 0.61 SSW2. Nearest State Highway SH-58 ~ 2.21 W3. Nearest Railway Station New Kancheepuram railway station ~ 3.09 SSW

4. Nearest Airport Arignar Anna International AirportChennai, Tamil Nadu ~ 49.63 ENE

5. Nearest seaport Chennai(CITPL) ~ 65.87 NE

6. Nearest major city Kancheepuram District head quarter ~ 2.18km S

6.6 Drinking Water Management

Drinking water facility is available with separate RO System (50L/Hr capacity) for drinking

water.

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6.7 Sewerage system

7.0 KLD of Domestic wastewater is generated in existing facility was disposed in to septictank fallowed by soak pit. 10KLD capacity of STP is proposed for proposed expansionproject. Treated domestic wastewater will be used for Green Belt and STP Sludge will beused as manure to Green belt after drying.

6.8 Industrial Waste& Emissions management:

S. No Description Sources Mitigation Measures1 Air Environment D.G. sets

TFH DG set and TFH emission will be covered by

sufficient stack height AGL as per MoEF&TNPCB norms.

2 NoiseEnvironment

DG Sets Compressors&

Pumps

DG set used with acoustic enclosure as perPCB norms

Noise will have maintained by using PPEs.3 Water

Environment Industry use

Domestic wastewater

Industrial wastewater treated in ETP for reuse. Domestic wastewater will be treated in STP

and reused for Gardening.

4 Solid &Hazardouswaste

Used oil/waste oil Waste DG oil Organic waste

Organic waste collection in bins and disposedin to municipal bins.

Used oil/spent oil is reused in to process. Hazardous waste materials are properly

disposed as per the Hazardous andother Wastes (Management and Tranboundary Movement)Amendment Rules, 2018.

Hazardous waste collection, storage &disposal to authorized recyclers.

5 ChemicalSludge/ETPSludge

ETP Sludge/Solar pond Will be collected in HDPE Barrels and storedin Hazardous waste storage area and handedover to TSDF(TNWML)

6.9 Municipal Solid Waste Management

The Solid Waste generation and Management is given in Table 6-2.

Table 6-2 Solid Waste Generation and Management (Existing &Proposed Expansion)

S. No WasteQuantity (kg/day) Collection

methodTreatment / disposal

methodExisting ProposedExpansion

AfterExpansion

1 Organic 40.5 8.1 48.6 Bins Municipal bin includingfood waste

2 Inorganic 4.5 0.9 5.4 Bins TNPCB Authorizeddealers

3 Ash fromFire wood 8.0 6.0 14.0 Bags Given to local former

for agriculture purpose

4 STP Sludge - 1.0 1.0 BinsDried and used asmanure for green beltdevelopment

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Total 53.0 16.0 69.0

Municipal Solid Waste generation for Existing is 53 kg/day and 69 kg/day will begenerated after expansion and will be disposed off into local municipal bins.

Ash generation from fire wood is 8 kg/day (existing), 14 kg/day (After expansion) Ash from fire wood is also being taken by farmers to be used in their fields. Sludge from ETP is send to TSDF 10KLD of STP is proposed for expansion project. STP Sludge (1.0 kg/day) will be used

as manure for Green belt.

6.10 Power Requirements and Supply/ Source

The existing power requirement is 200 kVA and for the proposed expansion the additionalpower required will be 260 kVA. The Power supply is from Tamil Nadu Electricity Board,TNEB agreement enclosed as Annexure-X. DG set used as an alternate source of powerduring power failure. The Power requirement for existing and proposed expansion issummarized in Table 6-3.

Table 6-3 Power requirement details (Existing and after Proposed Expansion)


After Expansion

PowerRequirement (kVA) 200 60 260

DG Backup- (kVA) 1*250 1*380 1*3801*180 - 1*180

Thermic Fluid heaters (TFH): Firewood heaters 1x 1.74 MW (1 nos).

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7 REHABILITATION AND RESETTLEMENT (R &R) PLAN

7.1 Policy to be adopted (Central/ State)

Not applicable as proposed project only an expansion within the existing facility. The projectland converted to industrial use. Land conversions GOs are obtained from Govt. of TamilNadu are enclosed as Annexure- II &Ownership documents are enclosed as Annexure-I.

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8 PROJECT SCHEDULE AND COST ESTIMATE

8.1 Likely date of start of construction and likely date of completion

There is no additional civil construction for this proposal. The overall time schedule for themechanical completion of the project is envisaged as 24months from the date of obtaining allapprovals/ NOC’s for the project.

8.2 Project Schedule and Cost Estimate

1 Crore (100 Lakhs)

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9 ANALYSIS OF PROPOSAL

9.1 Financial and social benefits

Existing Annual Turnover: INR 55.0 Cr

Proposed Projected Annual Turnover: INR 80 Cr

9.2 Social Benefit:

The project will provide employment to local youth and good supply of products toDomestic & commercial purposes, thus increasing their standard of living and thushelping strengthen the social infrastructures of the region.

9.3 CSR benefit to local community:

Promotion of education and possible infrastructure development in nearby villageswill be undertaken possibly.

9.4 Green belt benefits to the environment:

Plantation will be done around factory site.

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10 CONCLUSION

Since the proposed project is expansion within the existing site, there will not be anychange in land use.

There no new /additional construction facilities. There are demolished activities involved in this proposed project. Rain water harvesting system is adapted and the company is water positive. Socio-economic benefit to the local people as it would provide both direct

employment and indirect employment. Increase in supply of products for commercial purposes, will improve the standard of

living and thus help strengthen the social infrastructures of the region. The marginal impact due to the proposed assignment will be fully mitigated by the

Environmental Management Plan (EMP).